general symbols - massachusetts
TRANSCRIPT
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LEGEND AND ABBREVIATIONS
GENERAL SYMBOLSEXISTING PROPOSED DESCRIPTION
JERSEY BARRIERCATCH BASINCATCH BASIN CURB INLETFLAG POLEGAS PUMPMAIL BOXPOST SQUAREPOST CIRCULARWELLELECTRIC HANDHOLEFENCE GATE POSTGAS GATEBORING HOLEMONITORING WELLTEST PITHYDRANTLIGHT POLECOUNTY BOUNDGPS POINTCABLE MANHOLEDRAINAGE MANHOLEELECTRIC MANHOLEGAS MANHOLEMISC MANHOLESEWER MANHOLETELEPHONE MANHOLEWATER MANHOLEMASSACHUSETTS HIGHWAY BOUNDMONUMENTSTONE BOUNDTOWN OR CITY BOUNDTRAVERSE OR TRIANGULATION STATIONTROLLEY POLE OR GUY POLETRANSMISSION POLEUTILITY POLE W/ FIREBOXUTILITY POLE WITH DOUBLE LIGHTUTILITY POLE W / 1 LIGHTUTILITY POLEBUSHTREESTUMPSWAMP / MARSHWATER GATEPARKING METEROVERHEAD CABLE/WIRECURBINGCONTOURS (ON-THE-GROUND SURVEY DATA)CONTOURS (PHOTOGRAMMETRIC DATA)UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)BALANCED STONE WALLGUARD RAIL - STEEL POSTSGUARD RAIL - WOOD POSTSCHAIN LINK OR METAL FENCEWOOD FENCECOMPOST FILTER TUBESTREE LINESAWCUT LINETOP OR BOTTOM OF SLOPEEDGE OF PAVEMENTLIMIT OF MICROMILLING AND OVERLAYBANK OF RIVER OR STREAMBORDER OF WETLAND100 FT WETLAND BUFFER200 FT RIVERFRONT BUFFERSTATE HIGHWAY LAYOUTTOWN OR CITY LAYOUTCOUNTY LAYOUTRAILROAD SIDELINETOWN OR CITY BOUNDARY LINEPROPERTY LINE OR APPROXIMATE PROPERTY LINEEASEMENT
TRAFFIC SYMBOLSEXISTING PROPOSED DESCRIPTION
CONTROLLER PHASE ACTUATED
TRAFFIC SIGNAL HEAD (SIZE AS NOTED)
WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)
VIDEO DETECTION CAMERA
MICROWAVE DETECTOR
PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE
EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT
VEHICULAR SIGNAL HEAD
VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED
FLASHING BEACON
PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)
RAILROAD SIGNAL
SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)
MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)
HIGH MAST POLE OR TOWER
SIGN AND POST
SIGN AND POST (2 POSTS)
MAST ARM WITH LUMINAIRE
OPTICAL PRE-EMPTION DETECTOR
CONTROL CABINET, GROUND MOUNTED
CONTROL CABINET, POLE MOUNTED
FLASHING BEACON CONTROL AND METER PEDESTAL
LOAD CENTER ASSEMBLY
PULL BOX 12"x12" (OR AS NOTED)
ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)
TRAFFIC SIGNAL CONDUIT
PAVEMENT MARKINGS SYMBOLSEXISTING PROPOSED DESCRIPTION
PAVEMENT ARROW - WHITE
LEGEND "ONLY" - WHITE
STOP LINE
CROSSWALK
SOLID WHITE LINE
SOLID YELLOW LINE
BROKEN WHITE LINE
BROKEN YELLOW LINE
DOTTED WHITE LINE
DOTTED YELLOW LINE
DOTTED WHITE LINE EXTENSION
DOTTED YELLOW LINE EXTENSION
DOUBLE WHITE LINE
DOUBLE YELLOW LINE
ABBREVIATIONSGENERAL
AADT ANNUAL AVERAGE DAILY TRAFFICABAN ABANDONADJ ADJUSTAPPROX. APPROXIMATEA.C. ASPHALT CONCRETEACCM PIPE ASPHALT COATED CORRUGATED METAL PIPEBIT. BITUMINOUSBC BOTTOM OF CURBBD. BOUNDBL BASELINEBLDG BUILDINGBM BENCHMARKBO BY OTHERSBOS BOTTOM OF SLOPEBR. BRIDGECB CATCH BASINCBCI CATCH BASIN WITH CURB INLETCC CEMENT CONCRETECCM CEMENT CONCRETE MASONRYCEM CEMENTCI CURB INLETCIP CAST IRON PIPECLF CHAIN LINK FENCECL CENTERLINECMP CORRUGATED METAL PIPECSP CORRUGATED STEEL PIPECO. COUNTYCONC CONCRETECONT CONTINUOUSCONST CONSTRUCTIONCR GR CROWN GRADEDHV DESIGN HOURLY VOLUMEDI DROP INLETDIA DIAMETERDIP DUCTILE IRON PIPEDW STEADY DON'T WALK - PORTLAND ORANGEDWY DRIVEWAYELEV (or EL.) ELEVATIONEMB EMBANKMENTEOP EDGE OF PAVEMENTEXIST (or EX) EXISTINGEXC EXCAVATIONF&C FRAME AND COVERF&G FRAME AND GRATEFDN. FOUNDATIONFLDSTN FIELDSTONEGAR GARAGEGD GROUNDGG GAS GATEGI GUTTER INLETGIP GALVANIZED IRON PIPEGRAN GRANITEGRAV GRAVELGRD GUARDHDW HEADWALLHMA HOT MIX ASPHALTHOR HORIZONTALHYD HYDRANTINV INVERTJCT JUNCTIONL LENGTH OF CURVELB LEACH BASINLP LIGHT POLELT LEFTMAX MAXIMUMMB MAILBOXMH MANHOLEMHB MASSACHUSETTS HIGHWAY BOUNDMIN MINIMUMNIC NOT IN CONTRACTNO. NUMBERPC POINT OF CURVATUREPCC POINT OF COMPOUND CURVATUREP.G.L. PROFILE GRADE LINEPI POINT OF INTERSECTIONPOC POINT ON CURVEPOT POINT ON TANGENTPRC POINT OF REVERSE CURVATUREPROJ PROJECTPROP PROPOSEDPSB PLANTABLE SOIL BORROWPT POINT OF TANGENCYPVC POINT OF VERTICAL CURVATUREPVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENCYPVMT PAVEMENTPWW PAVED WATER WAY
ABBREVIATIONS (cont.)GENERAL
R RADIUS OF CURVATURER&D REMOVE AND DISPOSERCP REINFORCED CONCRETE PIPERD ROADRDWY ROADWAYREM REMOVERET RETAINRET WALL RETAINING WALLROW RIGHT OF WAYRR RAILROADR&R REMOVE AND RESETR&S REMOVE AND STACKRT RIGHTSB STONE BOUNDSHLD SHOULDERSMH SEWER MANHOLEST STREETSTA STATIONSSD STOPPING SIGHT DISTANCESHLO STATE HIGHWAY LAYOUT LINESW SIDEWALKT TANGENT DISTANCE OF CURVE/TRUCK %TAN TANGENTTEMP TEMPORARYTC TOP OF CURBTOS TOP OF SLOPETYP TYPICALUP UTILITY POLEVAR VARIESVERT VERTICALVC VERTICAL CURVEWCR WHEEL CHAIR RAMPWG WATER GATEWIP WROUGHT IRON PIPEWM WATER METER/WATER MAINX-SECT CROSS SECTION
TRAFFIC SIGNAL ABBREVIATIONSCAB CABINETCCVE CLOSED CIRCUIT VIDEO EQUIPMENTDW STEADY UPRAISED HANDFDW FLASHING UPRAISED HANDFR FLASHING CIRCULAR REDFRL FLASHING RED LEFT ARROWFRR FLASHING RED RIGHT ARROWFY FLASHING CIRCULAR YELLOWFYL FLASHING YELLOW LEFT ARROWFYR FLASHING YELLOW RIGHT ARROWG STEADY CIRCULAR GREENGL STEADY GREEN LEFT ARROWGR STEADY GREEN RIGHT ARROWGSL STEADY GREEN SLASH LEFT ARROWGSR STEADY GREEN SLASH RIGHT ARROWGV STEADY GREEN VERTICAL ARROWOL OVERLAPPED PEDESTRIANPTZ PAN, TILT, ZOOMR STEADY CIRCULAR REDRL STEADY RED LEFT ARROWRR STEADY RED RIGHT ARROWTR SIG TRAFFIC SIGNALTSC TRAFFIC SIGNAL CONDUITW STEADY WALKING PERSONY STEADY CIRCULAR YELLOWYL STEADY YELLOW LEFT ARROW
20'
20'
1
M
*
RRSG
DBYL
DBWL
BWL
SWL
CW
ONLYSL
DYLEx
DWLEx
DYL
BYL
DWL
SYL
JBCB
FPGPMB
WELLEHH
GGBHL #MW #TP #
MHB
TPL or GUY
UFBUPDLULTUPL
WGPM
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GENERAL NOTES
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SURVEY NOTES
1. COORDINATES, IN U.S. SURVEY FEET, ARE IN THE MASSACHUSETTSSTATE PLANE COORDINATE SYSTEM (MCS), MAINLAND ZONE,REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, (NAD 83/2011,EPOCH 2010.00), BASED ON THE KeyNetGPS VIRTUAL REFERENCESYSTEM (VRS) USING TRIMBLE R10 GNSS GPS RECEIVERS.
2. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED ON THEKeyNetGPS VIRTUAL REFERENCE SYSTEM (VRS) USING TRIMBLE R8GNSS GPS RECEIVERS.
3. SUBSURFACE UTILITY LINES AND FEATURES, AS SHOWN HEREON,WERE COMPILED FROM FIELD EVIDENCE AND/OR AVAILABLE RECORDINFORMATION (SEE REFERENCES), AND THEIR LOCATIONS ARE ONLYAPPROXIMATE. ACTUAL LOCATIONS MUST BE DETERMINED IN THEFIELD.
SMC ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS ARESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN.
BEFORE DESIGNING FUTURE CONNECTIONS, THE APPROPRIATEUTILITIES MUST BE CONSULTED.
BEFORE CONSTRUCTION, ALL UTILITIES, PUBLIC AND PRIVATE, MUST BENOTIFIED (SEE MASSACHUSETTS GENERAL LAWS, CHAPTER 82 SECTION40).CALL “DIG SAFE” 1-888-DIG-SAFE. (888-344-7233).
4. PROPERTY LINES SHOWN ARE TAKEN FROM WELLFLEET ASSESSORSGIS DATA AND ARE APPROXIMATE ONLY.
5. THIS PLAN HAS BEEN PREPARED BY PHOTOGRAMMETRIC METHODSUSING AERIAL IMAGERY ACQUIRED ON FEBRUARY 27, 2018SUPPLEMENTED WITH LIMITED FIELD SURVEY.
GENERAL NOTES:1. EXISTING GROUND SURFACES SHOWN ON PLANS, PROFILES AND CROSS
SECTIONS ARE BASED UPON DATA OBTAINED BY FIELD SURVEYS.
2. THE LOCATIONS OF EXISTING SUBSURFACE STRUCTURES, SUCH AS SEWERS,WATER MAINS, DRAINS AND OTHER UTILITIES ARE APPROXIMATE ONLY ANDTHE ENGINEER DOES NOT GUARANTEE THEIR NUMBER OR LOCATIONS. THECONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIESBEFORE EXCAVATING.
3. ALL GAS GATES, ELECTRIC MANHOLES AND TELEPHONE MANHOLES WITHINTHE LIMITS OF WORK SHALL BE ADJUSTED BY THE OWNING AGENCY. ALL GAS,ELECTRIC, TELEPHONE AND CATV WORK SHALL BE DONE BY THE OWNINGAGENCY. THE CONTRACTOR SHALL NOTIFY THE OWNING AGENCIES TO ADJUSTAND/OR RELOCATE THESE STRUCTURES TO AVOID IMPACTING THECONTRACTOR'S SCHEDULE OF OPERATIONS.
4. ANY CLEANING OF CATCH BASINS OR DRAIN PIPES NECESSARY FOR THEPROPOSED WORK SHALL BE COMPLETED BY THE RESPECTIVE MUNICIPALITYINVOLVED.
5. ANY DRAINAGE / SEWER / WATER CASTINGS BROKEN THROUGH NO FAULT OFTHE CONTRACTOR SHALL BE SUPPLIED BY THE RESPECTIVE MUNICIPALITYFOR ADJUSTMENT UNDER THE CONTRACT ITEMS.
6. THE CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITY COMPANIESDOING WORK IN THE SAME AREA. THE CONTRACTOR SHALL ALLOW THEUTILITY COMPANIES AND THEIR REPRESENTATIVES TO ADJUST AND/ORINSTALL THEIR SYSTEMS WITHIN CITY / STATE OWNED STREETS ANDEASEMENTS.
7. CURB SHALL BE FURNISHED AND SET AT LOCATIONS SHOWN ON THE PLANSAND/OR AS REQUIRED BY THE ENGINEER.
8. CONSTRUCT DRIVEWAYS AND WALKS AS SHOWN ON THE PLANS AND/OR ASREQUIRED BY THE ENGINEER.
9. EXISTING GRANITE CURB AND EDGING SUITABLE FOR REUSE WITHIN THEPROJECT SITE SHALL BE REMOVED AND RESET IN ACCORDANCE WITH THEPLANS AND/OR AS REQUIRED BY THE ENGINEER.
10. SAW CUT EXISTING BITUMINOUS CONCRETE ROADWAYS, CEMENT CONCRETESIDEWALKS AND BITUMINOUS CONCRETE DRIVEWAYS AS SHOWN ON THEPLANS AND AT THE PROPOSED MATCH LINE.
11. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSEDWORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BEACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THEINFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THECONFLICT.
12. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TOTHEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
13. THE CONTRACTOR SHALL RESTORE ANY EXISTING SURFACE PAVEMENTS ANDTURF WHICH IS TO REMAIN THAT IS DISTURBED BY THE PROPOSED WORK ANDSHALL PATCH ALL HOLES RESULTING FROM THE REMOVAL OF FOUNDATIONSWITH MATERIALS SIMILAR TO THE EXISTING.
14. ALL ACCESSIBLE ROUTES, WALKWAYS, CURB CUTS, RAMPS, SIDEWALKS,DRIVEWAY OPENINGS, CLEARANCES AND SLOPE TOLERANCES SHALLCONFORM WITH THE ARCHITECTURAL ACCESS BOARD (AAB), 521 CMR ANDMASSHIGHWAY CONSTRUCTION AND TRAFFIC STANDARD DRAWINGS.
15. ITEMS LABELED "REM" SHALL BE REMOVED AND DISCARDED BY CONTRACTOR.
16. THE CONTRACTOR SHALL PROTECT EXISTING SURVEY MONUMENTS ANDSHALL RESET ANY MONUMENTATION DISTURBED BY HIS/HER OPERATIONS.
17. THE CONTRACTOR SHALL INSTALL OTHER NECESSARY TEMPORARYREGULATORY AND WARNING SIGNS DURING CONSTRUCTION AS REQUIRED BYTHE ENGINEER FOR OTHER INCIDENTAL CONSTRUCTION ACTIVITIES. ALLSIGNAGE AND TRAFFIC CONTROL DEVICES USED MUST CONFORM TO THE 2009"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD).
18. THE CONTRACTOR SHALL PERFORM WORK IN A MANNER ACCEPTABLE TO THEENGINEER SO THAT INTERFERENCE WITH AND INCONVENIENCE TO BUSINESSCONCERNS AND ABUTTERS, ON ACCOUNT OF THE CONSTRUCTION WORK, ISKEPT TO A MINIMUM.
19. THE CONTRACTOR SHALL NOT BE ALLOWED TO PARK EQUIPMENT ORSTOCKPILE EQUIPMENT OR MATERIAL ON THE TRAVELED WAYS OVERNIGHTOR WHEN NOT IN USE.
20. THE CONTRACTOR SHALL MAINTAIN SAFE AND RESPONSIBLE ACCESS TO ANDFROM ABUTTING PROPERTY, PRIVATE WAYS, DRIVEWAYS AND ALL ALLEYS ATALL TIMES DURING THE CONSTRUCTION PERIOD.
21. ALL DETECTABLE WARNING PANELS SHALL BE MOUNTED IN CEMENTCONCRETE AND INSTALLED IN ACCORDANCE WITH MASSDOT CONSTRUCTIONSTANDARD DETAIL E107.6.5.
ROUTE 6
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GOVERN
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RDDOW DR
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9
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80 85 90 95 100 105 110 115 120
PROJECT ENDSTA 120+50N2797999.3565E1067793.2270
PROJECT BEGINSTA 76+50
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LECOUNT HO
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SCALE: 1" = 200'
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X PROFILES
X CONSTRUCTION PLANS
LEGEND
4
KEY PLAN
XX LANDSCAPE PLANS
1.5% 12:1
12:1
1.5% 12:112:1
TYPICAL FULL DEPTH TRAIL SECTION - CUTNOT TO SCALE
STA 77+13± TO STA 98+87±
4" LOAM AND SEED (TYP)(SEE NOTES THIS SHEET)
2'-0"SHLD
4" LOAM AND SEED (TYP)(SEE NOTES THIS SHEET)
2'-0"SHLD
2'-0"SHLD
EXISTING GROUND
MEET EXISTING (TYP)EXISTING GROUND
10'-0"SHARED-USE PATH
MEET EXISTING (TYP)
TYPICAL FULL DEPTH TRAIL SECTION - FILLNOT TO SCALE
STA 77+13± TO STA 98+87±
2'-0"SHLD
10'-0"SHARED-USE PATH
BL CONSTRUCTION
BL CONSTRUCTION
VARIES(6:1 MIN, 2:1 MAX)
PAVEMENT NOTES
PROPOSED FULL DEPTH SHARED-USE PATH SECTIONSPROPOSED FULL DEPTH HMA WALK SECTIONSPROPOSED FULL DEPTH HOT MIX ASPHALT DRIVEWAY SECTIONS &PROPOSED FULL DEPTH HOT MIX ASPHALT PARKING LOT SECTIONS
SURFACE: 1-1/2" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5)
INTERMEDIATE: 2-1/2" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)
BASE: 8" (MIN) GRAVEL BORROW, TYPE b
PROPOSED FULL DEPTH GRAVEL DRIVEWAY SECTIONS
SURFACE: 4" STONE DUST
BASE: 8" (MIN) GRAVEL BORROW, TYPE b
PROPOSED FULL DEPTH CEMENT CONCRETE SIDEWALK SECTIONS, PROPOSED FULLDEPTH CEMENT CONCRETE WHEELCHAIR RAMP SECTIONS
SURFACE: 4" CEMENT CONCRETE(4,000 PSI, 3/4", 610 LBS AIR ENTRAINED)
BASE: 8" (MIN) GRAVEL BORROW, TYPE b
PROPOSED FULL DEPTH CURB SETTING PAVEMENT SECTIONS
SURFACE: 1-1/2" HMA FOR PATCHING
INTERMEDIATE: 3" HMA FOR PATCHING
BASE: 7.5"± CEMENT CONCRETE6" (MIN) GRAVEL BORROW, TYPE b
TACK COAT NOTE:ASPHALT EMULSION FOR TACK COAT SHALL BE SPRAY APPLIED AT THE RATE OF0.06 TO 0.08 GAL/SY OVER SMOOTH SURFACES AND 0.07 TO 0.09 GAL/SY OVER MILLED SURFACES PRIOR TOPAVING.
LOAM AND SEED NOTES:1. SHOULDERS TO RECEIVE LOW MAINTENANCE GRASS SEED.2. SLOPES TO RECEIVE CONSERVATION / WILDLIFE SEED.3. IMPORTED LOAM BORROW SHAL ONLY BE UTILIZED IN AREAS OF PROPOSED PLANTINGS. ALL OTHER
LOAM BORROW MUST BE SOURCED FROM WITHIN THE PROJECT FOOTPRINT.
WOOD RAIL FENCE, WOOD RAIL FENCE WITH GUARDRAIL, WOOD GUARDRAIL AND CEDAR RAIL FENCE NOTE:
REFERENCE CONSTRUCTION PLANS (SHEET 8 - 17) FOR LOCATIONS OF WOOD RAIL FENCE, WOOD RAIL FENCEWITH GUARDRAIL, WOOD GUARDRAIL AND CEDAR RAIL FENCE.
PROP FULL DEPTHTRAIL PAVEMENT
PROP FULL DEPTHTRAIL PAVEMENT
1.5% 1.5%
VARIES(6:1 MIN, 2:1 MAX)
1.5%
TYPICAL FULL DEPTH TRAIL SECTIONNOT TO SCALE
STA 305+32± TO STA 305+88±
10'-0" TO 12'-0"SHARED-USE PATH
(SEE SHEET 35 FOR TRANSITION)
BL CONSTRUCTION
PROP FULL DEPTHTRAIL PAVEMENT
2'-0"SHLD
VARIES(6:1 MIN, 2:1 MAX)
12:1
2'-0"SHLD
VARIESTRAILHEAD
(SEE SHEET 35 FOR LAYOUT)
VARIES(6:1 MIN, 2:1 MAX)
PROP FULL DEPTHCEM CONC PAVEMENT
EXISTING GROUNDMEET EXISTING (TYP)
4" LOAM AND SEED (TYP)(SEE NOTES THIS SHEET)
PROP WOOD RAIL FENCE (TYP)(FOR LOCATION SEE PLANSHEETS 8 - 17)
PROP WOOD RAIL FENCE (TYP)(FOR LOCATION SEE PLANSHEETS 8 - 17)
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1.5% 1.5%12:1
2'-6"SHLD
10'-0"SHARED-USE PATH
VARIES(6:1 MIN, 2:1 MAX)
PROP FULL DEPTHTRAIL PAVEMENT
4" LOAM AND SEED (TYP)(SEE NOTES SHEET 5)
TYPICAL FULL DEPTH TRAIL SECTIONNOT TO SCALE
STA 98+87± TO STA 113+48±
12:112:1
VARIES(6:1 MIN, 2:1 MAX)
2'-6"SHLD
2'-0"SHLD
2'-0"SHLD
12'-0"DRIVEWAY
PROP FULL DEPTHGRAVEL DRIVEWAY
BL CONSTRUCTION
MEET EXISTING (TYP)EXISTING GROUND
1.5% 1.5%1.5% 1.5%12:1
10'-0"SHARED-USE PATH
PROP FULL DEPTHTRAIL PAVEMENT
TYPICAL FULL DEPTH TRAIL SECTIONNOT TO SCALE
STA 113+48± TO STA 115+26±
12:112:112:1
2'-0"SHLD
2'-0"SHLD
12'-0"DRIVEWAY
PROP FULL DEPTHGRAVEL DRIVEWAY
PROP CEDAR RAIL FENCE(FOR LOCATION SEE PLANSHEETS 8 - 17)
BL CONSTRUCTION
MEET EXISTING (TYP)EXISTING GROUND
VARIES(6:1 MIN, 2:1 MAX)
1'-0"3'-0"
2'-6"SHLD
10'-0"SHARED-USE PATH
2'-6"SHLD
12'-0"DRIVEWAY
1'-0"3'-0"
12:1
Horizontal
3'-0"SWALE
VARIES(6:1 MIN, 2:1 MAX)
ORDINARY BORROW (TYP)
PROP WOOD GUARDRAIL(FOR LOCATION SEE SHEETS 8-17)
PROP WOOD GUARDRAIL(FOR LOCATION SEE PLAN SHEETS 8 - 17)
PROP WOOD RAIL FENCE(FOR LOCATION SEE PLANSHEETS 8 - 17)
4" LOAM AND SEED (TYP)(SEE NOTES SHEET 5)
PROP CEDAR RAIL FENCE(FOR LOCATION SEE PLANSHEETS 8 - 17)
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TYPICAL SECTIONSPART 2 OF 3
VARIES(6:1 MIN, 2:1 MAX)
10'-0"SHARED-USE PATH
1.5%
BL CONSTRUCTION
12:11.5%
6:112:1
VARIES(6:1 MIN, 2:1 MAX)
VARIES(6:1 MIN, 2:1 MAX)
10'-0"SHARED-USE PATH
BL CONSTRUCTION
10'-0"SHARED-USE PATH
BL CONSTRUCTION
1.5%
1.5% 1.5%
26'-0"PARKING LOT DRIVEWAY
VARIESSTRIPED MEDIAN
2'-0"STRIPED MEDIAN
2'-0"STRIPED MEDIAN
18'-6"PARKING STALLS
VARIES(6:1 MIN, 2:1 MAX)
6:112:1
6:1
2'-0"SHLD
2'-0"SHLD
2'-0"SHLD
1'-0"SHLD
MEET EXISTING (TYP)EXISTING GROUND
MEET EXISTING (TYP)EXISTING GROUND
MEET EXISTING (TYP)EXISTING GROUND
1'-0"SHLD
1'-0"SHLD
PROP MODULAR BLOCKRETAINING WALL
PROP FULL DEPTHPAVEMENT
4" LOAM AND SEED (TYP)(SEE NOTES SHEET 5)
ORDINARY BORROW
VARIES(6:1 MIN, 2:1 MAX)
26'-0"DRIVING AISLE
26'-0"DRIVING AISLE
18'-6"PARKING STALLS
4" LOAM AND SEED (TYP)(SEE NOTES SHEET 5)
ORDINARY BORROW
4" LOAM AND SEED (TYP)(SEE NOTES SHEET 5)
ORDINARY BORROW
PROP FULL DEPTHPAVEMENT
1.5% 1.5%
TYPICAL FULL DEPTH LECOUNT HOLLOW PARKING LOT ENTRANCE SECTIONNOT TO SCALE
STA 301+10± TO STA 302+35±
TYPICAL FULL DEPTH LECOUNT HOLLOW PARKING LOT SECTIONNOT TO SCALE
STA 303+67± TO STA 305+32±
TYPICAL FULL DEPTH LECOUNT HOLLOW PARKING LOT SECTIONNOT TO SCALE
STA 302+35± TO STA 303+67±
PROP FULL DEPTHPAVEMENT
PROP SLOPEDGRAN CURB (TYP)
PROP SLOPEDGRAN CURB (TYP)
PROP SLOPEDGRAN CURB (TYP)
PROP WOOD RAIL FENCE WITH GUARDRAIL(FOR LOCATION SEE PLAN SHEETS 8 - 17)
VARIES
PROP WOOD RAIL FENCE WITH GUARDRAIL(FOR LOCATION SEE PLAN SHEETS 8 - 17)
PROP WOOD RAIL FENCE WITH GUARDRAIL(FOR LOCATION SEE PLAN SHEETS 8 - 17)
PROP WOOD RAIL FENCE(FOR LOCATION SEE PLANSHEETS 8 - 17)
PROP WOOD RAIL FENCE(FOR LOCATION SEE PLANSHEETS 8 - 17)
PROP WOOD GUARDRAIL(FOR LOCATION SEE PLAN SHEETS 8 - 17)
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N
PROP PLANTINGSTO DISCOURAGECORRIDOR ACCESS
RET FENCE
RET EXISTCONC BOUND
APPROX SLOPE LIMITS
PROP AREA OFSLOPE RECONSTRUCTIONAND STABILIZATION(SEE DETAIL SHEET 44)
PROP LANDSCAPEBOULDER TO DISCOURAGECORRIDOR ACCESS (3)
REM EXISTLEECHING PIT
REM EXISTSEPTIC TANK
EXISTING BUILDINGTO BE DEMOLISHED
EXISTING BUILDINGTO BE DEMOLISHED
PROP VEHICULAR CONTROL GATEAT DRIVEWAY ENTRANCE
PROPOSED CEDARRAIL FENCE
ADJ EXISTGUY WIRE
(REM)
(REM)(RET)
(RET)
(ADJ)
(ADJ)
(RET)
(RET)
(REM
)
(REM
)
RET EXIST FENCE
RET EXIST BERM
RET EXIST TREEPROP TREEPROTECTION FENCE
(REM)
APPROX SLOPE LIMITS ROUTE 6
ORI
OLE
LN
20
SCALE: 1" = 20'
0 50 100
8
CONSTRUCTION PLANSPART 1 OF 10
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87
STATE
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FINAL SUBMISSION
OLD
KIN
G'S
HIG
HW
AY
N
PROP PLANTINGS ANDCEDAR RAIL FENCE TOCONTROL CORRIDOR ACCESS
PROP PLANTINGS ANDCEDAR RAIL FENCE TOCONTROL CORRIDOR ACCESS
20
SCALE: 1" = 20'
0 50 100
9
CONSTRUCTION PLANSPART 2 OF 10
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
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ET_C
ON
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FINAL SUBMISSION
N
MAT
CH
LIN
EST
A 80
+75
MAT
CH
LIN
EST
A 80
+75
77 78 79 80 81
PROP DESTINATIONSIGN (3)
PROJECT BEGINSTA 76+50N2801552.8029E1065206.7180
S36°44'44"E 611.45'
PROP CONST BL
APPROX SLOPE LIMITS
PROP 10' HMA TRAIL
PROP REMOVABLE BOLLARD (4)
PROP WOOD RAIL FENCE(STA 77+69± TO STA 77+99±)
PROP HMA DRIVEWAY APRON
PROP STABILIZEDGRAVEL APRONPROP PARK BENCH
PROP POLYMER ENHANCEDAGGREGATE PULL-OFF AREA
PROP INTERPRETIVE BOULDER(SEE DETAIL SHEET 46)
PROP WOOD RAIL FENCE(STA 77+15± TO STA 77+55±)
APPROX SLOPE LIMITS
PROP LOAM AND SEED
PROP LOAM AND SEED
PROP REST AREA WITH BENCHES,BIKE RACK AND KIOSK(FOR LANDSCAPE PLANSSEE SHEET 25)
PROP END OFTRAIL SIGN
PROP PLANTPROTECTION FENCE ANDSEDIMENTATION FENCE
20
SCALE: 1" = 20'
0 50 100
10
CONSTRUCTION PLANSPART 3 OF 10
FOR PROFILE SEE SHEET NO. 18
CO
NTI
NU
ED O
NSH
EET
11
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
ON
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23 J
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2020
Plot
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FINAL SUBMISSION
N
MAT
CH
LIN
EST
A 80
+75
MAT
CH
LIN
EST
A 80
+75
MAT
CH
LIN
EST
A 86
+50
MAT
CH
LIN
EST
A 86
+50
81 8283
8485 86
87PC +63.00
PC +46.77
PC +61.45
PT +16.13PT +21.45 PRC +81.45
PRC +78.76
PRC +98.75
S 36° 44' 21" E 146.87'
S 36° 44' 21" E 25.32'
L=40.07' R=200.00'Δ=11° 28' 42"
L=34.68' R=200.00'Δ=9° 56' 11"
L=34.68' R=200.00'Δ=9° 56' 11"
L=42.69' R=200.00'Δ=12° 13' 42"
L=80.01' R=200.00'Δ=22° 55' 18"
L=37.30' R=200.00'Δ=10° 41' 13"S36°44'44"E 611.45'
PROP CONST BL
APPROX SLOPE LIMITS
PROP 10' HMA TRAIL
PROP WOODRAIL FENCE(STA 82+26± TOSTA 93+26±)
APPROX SLOPE LIMITS
PROP COIR LOG ANDEROSION CONTROL BLANKET(SEE DETAIL SHEET 44)
PROP LOAM AND SEED
PROP LOAM AND SEED
20
SCALE: 1" = 20'
0 50 100
11
CONSTRUCTION PLANSPART 4 OF 10
FOR PROFILE SEE SHEET NO. 18
CO
NTI
NU
ED O
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EET
10
CO
NTI
NU
ED O
NSH
EET
12
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
ON
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23 J
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2020
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FINAL SUBMISSION
NN
MAT
CH
LIN
EST
A 86
+50
MAT
CH
LIN
EST
A 86
+50
MAT
CH
LIN
EST
A 92
+25
MAT
CH
LIN
EST
A 92
+25
8687
88 8990 91 92
PC +42.86
PC +63.00
PT +99.48PT +43.13
PRC +71.17
PRC +03.07S 36° 44' 21" E 199.73'
L=28.31' R=200.00'Δ=8° 06' 35"
L=28.31' R=200.00'Δ=8° 06' 35"
L=40.07' R=200.00'Δ=11° 28' 42"
L=40.07' R=200.00'Δ=11° 28' 42"
PROP COIR LOG(SEE DETAIL SHEET 46)
PROP COIR LOG ANDEROSION CONTROL BLANKET(SEE DETAIL SHEET 44)
PROP CONST BL
APPROX SLOPE LIMITSPROP 10' HMA TRAIL
PROP WOOD RAIL FENCE(STA 82+26± TO STA 93+26±)
PROP WOOD RAIL FENCE(STA 89+26± TO STA 98+26±)
APPROX SLOPE LIMITS
PROP LOAM AND SEED
PROP LOAM AND SEED
PROP COIR LOG ANDEROSION CONTROL BLANKET(SEE DETAIL SHEET 44)
PROP COIR LOG(SEE DETAIL SHEET 46)
20
SCALE: 1" = 20'
0 50 100
12
CONSTRUCTION PLANSPART 5 OF 10
FOR PROFILE SEE SHEET NO. 19
CO
NTI
NU
ED O
NSH
EET
11
CO
NTI
NU
ED O
NSH
EET
13
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
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ET_C
ON
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FINAL SUBMISSION
NN
MAT
CH
LIN
EST
A 97
+75
MAT
CH
LIN
EST
A 97
+75
MAT
CH
LIN
EST
A 92
+25
MAT
CH
LIN
EST
A 92
+25
92 93 94 95 96 97 98
S 36° 44' 21" E 1674.76'
PROP CONST BL
APPROX SLOPE LIMITS
PROP 10' HMA TRAIL
PROP WOOD RAIL FENCE(STA 89+26± TO STA 98+26±)
PROP WOOD RAIL FENCE(STA 82+26± TO STA 93+26±)
APPROX SLOPE LIMITS
PROP LOAM AND SEED
PROP LOAM AND SEED
20
SCALE: 1" = 20'
0 50 100
13
CONSTRUCTION PLANSPART 6 OF 10
FOR PROFILE SEE SHEET NO. 19
CO
NTI
NU
ED O
NSH
EET
12
CO
NTI
NU
ED O
NSH
EET
14
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
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ET_C
ON
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Plot
ted
on
FINAL SUBMISSION
N
PROP WOOD RAIL FENCE(STA 89+26± TO STA 98+26±)
MAT
CH
LIN
EST
A 97
+75
MAT
CH
LIN
EST
A 97
+75
MAT
CH
LIN
EST
A 10
3+50
MAT
CH
LIN
EST
A 10
3+50
98
99 100 101 102 103S 36° 44' 21" E 1674.76'
APPROX SLOPE LIMITS
PROP 10' HMA TRAIL
PROP CONST BL
APPROX SLOPE LIMITS
PROP 12' GRAVEL DRIVEWAY
PROP CEDAR RAIL FENCE(STA 98+85± TO STA 115+26±)
PROP GRAVEL DRIVEWAYCONNECTION
PROP TEMP EASEMENT LINE
PROP LOAM AND SEED
PROP LOAM AND SEED
20
SCALE: 1" = 20'
0 50 100
14
CONSTRUCTION PLANSPART 7 OF 10
FOR PROFILE SEE SHEET NO. 20
CO
NTI
NU
ED O
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EET
13
CO
NTI
NU
ED O
NSH
EET
15
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
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ET_C
ON
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FINAL SUBMISSION
CASSICK VALLEY
ROAD
N
MASSGIS DEPWETLANDS
MAT
CH
LIN
EST
A 10
3+50
MAT
CH
LIN
EST
A 10
3+50
MAT
CH
LIN
EST
A 10
9+25
MAT
CH
LIN
EST
A 10
9+25
104 105 106 107
108 109
PC +74.23
PT +91.90
PRC +33.07S 36° 44' 21" E 179.00'
L=58.83' R=300.00'Δ=11° 14' 10"
L=58.83' R=300.00'Δ=11° 14' 10"
50' BUFFER LINE
100' BUFFER LINE
S 36° 44' 21" E 1674.76'
PROP CONST BL
APPROX SLOPE LIMITS
PROP 10' HMA TRAIL
APPROX SLOPE LIMITSPROP 12' GRAVEL DRIVEWAY
PROP CEDAR RAIL FENCE(STA 98+85± TO STA 115+26±)
PROP WOOD GUARDRAIL(STA 104+26± TO STA 105+26±)
R&R EXIST GUY WIRE(WORK BO)
PROP COMPOST FILTER TUBESPROP WOOD GUARDRAIL(STA 108+26± TO STA 111+26±)
PROP LOAM AND SEED
PROP LOAM AND SEED
20
SCALE: 1" = 20'
0 50 100
15
CONSTRUCTION PLANSPART 8 OF 10
FOR PROFILE SEE SHEET NO. 20
CO
NTI
NU
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14
CO
NTI
NU
ED O
NSH
EET
16
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
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FINAL SUBMISSION
KINKAID STREET
KINKAID STREET
PROP MODULARBLOCK RET WALL
N
MASSGIS DEPWETLANDS
100'
BUF
FER
LINE
MASSGIS DEPWETLANDS
50' B
UFFE
R LI
NE
50' BUFFER LINE
100' BUFFER LINE
MAT
CH
LIN
EST
A 10
9+25
MAT
CH
LIN
EST
A 10
9+25
MAT
CH
LIN
EST
A 11
5+25
MAT
CH
LIN
EST
A 11
5+25
301
PC +25.45
PC +89.94
PT +77.66
PRC +61.60
300+00
109
110111
112113 114 115
PC +70.90 PT +18.03PRC +32.34
PRC +88.21
L=61.44' R=300.00'Δ=11° 44' 01"
L=55.87' R=300.00'Δ=10° 40' 14"
L=229.82' R=5730.00'Δ=2° 17' 53"
FOR TYPICAL INTERSECTIONDETAILS SEE SHEET 42
S 33° 22' 41" E 25.45'
L=36.15' R=50.00'Δ=41° 25' 44"
L=16.05' R=25.00'Δ=36° 47' 27"
S 38° 00' 58" E 12.28'
L=8.42' R=25.00'Δ=19° 18' 12"
114+50.89 WELLFLEET ALIGNMENT=300+00.00 PARKING LOT TRAIL
PROP CONST BL
APPROX SLOPE LIMITS
PROP 10' HMA TRAIL
APPROX SLOPE LIMITS
PROP 12' GRAVEL DRIVEWAY
PROP WOOD GUARDRAIL(STA 108+26± TO STA 111+26±)
PROP CEDAR RAIL FENCE(STA 98+85± TO STA 115+26±)
PROP WOOD RAIL FENCE(STA 109+76± TO STA 111+26±)
R&R EXIST STOCKADE FENCE(STA 112+81± TO STA 115+06±)
PROP COMPOST FILTER TUBES
2'-0"
PROP LOAM AND SEED
PROP LOAM AND SEED
20
SCALE: 1" = 20'
0 50 100
16
CONSTRUCTION PLANSPART 9 OF 10
FOR PROFILE SEE SHEET NO. 21
CO
NTI
NU
ED O
NSH
EET
15
CO
NTI
NU
ED O
NSH
EET
17
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
ON
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FINAL SUBMISSION
LECO
UNT
HOLL
OW
ROAD
KINKAID STREET
N
MASSGIS DEP BORDERINGVEGETATED WETLAND
50' BUFFER LINE
MASSGIS DEP BORDERINGVEGETATED WETLAND
50' BUFFER LINE
PROP HMA BERM
MAT
CH
LIN
EST
A 11
5+25
MAT
CH
LIN
EST
A 11
5+25
PROJECT ENDSTA 120+50N2797999.3565E1067793.2270
301
302 303 304 305
PC +43.38PC +16.70
PC +25.45
PC +89.94
PT +85.12
PT +36.36
PT +77.66
PT +98.36
PRC +64.32PRC +61.60
300+00306+00
115
116 117 118 119 120 121
100' BUFFER LINE
PROP DESTINATION SIGNS (2)(SEE DETAIL SHEET 45)
PROP RECTANGULAR RAPIDFLASHING BEACON (SEE SHEET 42)
S 33° 22' 41" E 857.87'
PROPHMABERM
P-1 P-2
P-3
(RET)
(RET)
S 38° 00' 58" E 12.28'
L=8.42' R=25.00'Δ=19° 18' 12"
S 18° 42' 46" E 18.34'
L=19.66' R=75.00'Δ=15° 01' 02"
S 33° 43' 49" E 407.02'
L=20.95' R=25.00'Δ=48° 00' 14"
L=20.79' R=25.00'Δ=47° 39' 07"
120+40.73 WELLFLEET ALIGNMENT=306+00.00 PARKING LOT TRAIL
5'-0"
R7-8R7-8p
PROP CONST BL
PROP 10' HMA TRAIL
APPROX SLOPE LIMITS
PROP SLOPED GRANITE CURB (TYP)
PROP FULL DEPTHPARKING LOT
REMOVE EXISTING 12" RCPREMOD EXIST CATCH BASIN (CB-1)
REMOD EXIST CATCH BASIN (CB-2)
WQS-1PROP WATERQUALITY STRUCTURECONNECT TO EXISTING DMH
PROP MASONRY PLUG
PROP MODULARBLOCK RET WALL
PROP WOOD RAILFENCE WITH GUARDRAIL(STA 116+08± TO 119+78±)
PROP WOOD GUARDRAIL(STA 121+40±)
FOR TYPICAL INTERSECTIONDETAILS SEE SHEET 42
R&R EXIST ENTRANCE SIGN
PROP LOAM AND SEED
APPROX SLOPE LIMITSPROP MODIFIED ROCKFILL
PROP COMPOST FILTER TUBES
PROP LOAM AND SEEDPROP LOAM AND SEED
PROP CEM CONC TRAILHEAD(FOR LANDSCAPE PLANS SEE SHEET 32)
PROP WOOD RAIL FENCE(STA 117+64± TO STA 119+78±)
R&R EXIST PORT-A-POTTIESFROM PARKING LOT
R1-1
PIPE TABLE
PIPE
P-1
P-2
P-3
PIPE LOCATION
E-CB-1 TO WQS-1STA 118+85 TO 118+89
E-CB-2 TO WQS-1STA 118+95 TO 118+89
WQS-1 TOSTA 118+89 TO 118+92
SIZE & TYPE
12" REINFORCED CONCRETE
12" REINFORCED CONCRETE
12" REINFORCED CONCRETE
LENGTH
6 LF
7 LF
5 LF
SLOPE
0.5%
0.9%
0.7%
DRAINAGE STRUCTURE TABLE
NAME/TYPE
E-CB-1
E-CB-2
WQS-1
REFERENCE ALIGNMENT
WELLFLEET ALIGNMENT
WELLFLEET ALIGNMENT
WELLFLEET ALIGNMENT
STATION
118+85.42
118+94.88
118+89.26
OFFSET
27.1 L
27.3 L
17.3 L
RIM ELEV.
13.71
13.78
13.98
INV. ELEV. IN
I=9.30' (WQS-1)
I=9.10' (WQS-1)
I=9.25' (E-CB-1)
INV. ELEV. OUT
I=9.30' (WQS-1)
I=9.10' (WQS-1)
I=9.25' (E-CB-1)
20
SCALE: 1" = 20'
0 50 100
17
CONSTRUCTION PLANSPART 10 OF 10
FOR PROFILE SEE SHEET NO. 21 - 22
CO
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16
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
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FINAL SUBMISSION
NAVD 88BASE ELEV40.00
50
60
70
40
50
60
70
76+00 77+00
54.3
8
53.9
8
78+00
53.5
8
53.0
4
79+00
52.4
9
51.9
4
80+00
51.3
9
50.8
4
81+00
50.2
9
49.7
4
82+0076+00 77+00 78+00 79+00 80+00 81+00 82+00
-0.80%
-1.10%
16.67%8.33%
0.00%
GRADE BREAK STA = 77+07.18ELEV = 53.58
GR
ADE
BREA
K ST
A =
78+5
5.25
ELEV
= 5
3.53
GRADE BREAK STA = 77+11.44ELEV = 54.29
GR
ADE
BREA
K ST
A =
77+1
3.44
ELEV
= 5
4.46
GR
ADE
BREA
K ST
A =
77+4
0.00
ELEV
= 5
4.46
EXISTING GRADE ALONG CONST BLPROPOSED GRADE ALONG CONST BL
PROJECT BEGINSTA 76+50.00
N 2801552.8029E 1065206.7180
NAVD 88BASE ELEV35.00
40
50
60
35
40
50
60
50.2
9
81+50
49.7
4
82+00
49.1
9
48.6
4
83+00
48.0
9
47.5
4
84+00
47.2
3
46.9
8
85+00
46.7
3
46.3
4
86+00
45.2
7
43.7
7
87+00
42.3
8
87+5081+50 82+00 83+00 84+00 85+00 86+00 87+00 87+50
-3.00%
-1.10%
-0.50%
PVI STA = 88+05.39PVI ELEV = 40.61
A.D. = 3.50%K = 50.00175' VC
PVC
: 87+
17.8
9EL
EV: 4
3.24
288.5' HSDINFINITE HSD
PVI STA = 84+10.79PVI ELEV = 47.42
A.D. = 0.60%K = 45.45
27' VC
PVC
: 83+
97.1
6EL
EV: 4
7.57
PVT:
84+
24.4
3EL
EV: 4
7.35
???' HSD
INFINITE HSD
PVI STA = 86+11.89PVI ELEV = 46.42
A.D. = -2.50%K = 34.00
85' VC
PVC
: 85+
69.3
9EL
EV: 4
6.63
PVT:
86+
54.3
9EL
EV: 4
5.14
308.3' SSD
EXISTING GRADE ALONG CONST BLPROPOSED GRADE ALONG CONST BL
STANTEC PROJ. NO. SHEETNO.
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FINAL SUBMISSION
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
CO
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EDA
BO
VE
CO
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NU
EDB
ELO
W
18
PROFILESPART 1 OF 5
FOR CONSTRUCTION PLANS SEE SHEET NOS. 10 - 11
CO
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19
NAVD 88BASE ELEV30.00
40
50
60
30
40
50
6043
.77
87+00
42.3
8
41.4
5
88+00
41.0
2
41.0
9
89+00
41.3
3
41.2
6
90+00
40.9
1
40.5
6
91+00
40.2
1
39.8
6
92+00
39.5
1
39.1
6
93+0087+00 88+00 89+00 90+00 91+00 92+00 93+00
-3.00%
0.50%-0.70%
PVI STA = 88+05.39PVI ELEV = 40.61
A.D. = 3.50%K = 50.00175' VC
PVC
: 87+
17.8
9EL
EV: 4
3.24
PVT:
88+
92.8
9EL
EV: 4
1.05
288.5' HSD
LOW POINT ELEV = 40.99LOW POINT STA = 88+67.89
INFINITE HSD
PVI STA = 89+73.06PVI ELEV = 41.45
A.D. = -1.20%K = 41.67
50' VC
PVC
: 89+
48.0
6EL
EV: 4
1.33
PVT:
89+
98.0
6EL
EV: 4
1.28
578.8' SSD
HIGH POINT ELEV = 41.38HIGH POINT STA = 89+68.89
EXISTING GRADE ALONG CONST BL
PROPOSED GRADE ALONG CONST BL
NAVD 88BASE ELEV30.00
40
50
60
30
40
50
60
39.5
1
92+50
39.1
6
93+00
38.8
3
39.0
3
94+00
39.6
0
40.0
6
95+00
40.1
5
39.9
6
96+00
39.7
7
39.5
7
97+00
39.5
9
40.1
7
98+00
41.3
2
98+5092+50 93+00 94+00 95+00 96+00 97+00 98+00 98+50
1.15% -0.40%-0.70%
PVI STA = 97+81.10PVI ELEV = 39.25
A.D. = 3.40%K = 44.16150' VC
PVC
: 97+
06.1
0EL
EV: 3
9.54
275.4' HSD
LOW POINT ELEV = 39.51LOW POINT STA = 97+23.61
INFINITE HSD
PVI STA = 93+69.51PVI ELEV = 38.68
A.D. = 1.85%K = 32.43
60' VC
PVC
: 93+
39.5
1EL
EV: 3
8.89
PVT:
93+
99.5
1EL
EV: 3
9.022445.1' HSD
LOW POINT ELEV = 38.81LOW POINT STA = 93+62.22
INFINITE HSD
PVI STA = 95+11.94PVI ELEV = 40.31
A.D. = -1.55%K = 64.66100' VC
PVC
: 94+
61.9
4EL
EV: 3
9.74
PVT:
95+
61.9
4EL
EV: 4
0.12
479.7' SSD
HIGH POINT ELEV = 40.17HIGH POINT STA = 95+36.29
EXISTING GRADE ALONG CONST BLPROPOSED GRADE ALONG CONST BL
STANTEC PROJ. NO. SHEETNO.
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FINAL SUBMISSION
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
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PROFILESPART 2 OF 5
FOR CONSTRUCTION PLANS SEE SHEET NOS. 12 - 13
CO
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CO
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EET
20
NAVD 88BASE ELEV30.00
40
50
60
30
40
50
6040
.17
98+00
41.3
2
42.7
5
99+00
43.5
0
43.5
0
100+00
43.3
5
43.2
0
101+00
43.0
5
42.9
0
102+00
42.7
5
42.2
2
103+00
40.7
7
39.3
5
104+0098+00 99+00 100+00 101+00 102+00 103+00 104+00
3.00%
-0.30%
-3.00%
PVI STA = 97+81.10PVI ELEV = 39.25
A.D. = 3.40%K = 44.16150' VC
PVT:
98+
56.1
0EL
EV: 4
1.50
275.4' HSDINFINITE HSD
PVI STA = 104+25.89PVI ELEV = 38.49
A.D. = 2.75%K = 36.36100' VC
PVC
: 103
+75.
89EL
EV: 3
9.99
335.9' HSDINFINITE HSD
PVI STA = 99+29.77PVI ELEV = 43.71
A.D. = -3.30%K = 30.30100' VC
PVC
: 98+
79.7
7EL
EV: 4
2.21
PVT:
99+
79.7
7EL
EV: 4
3.56
251.4' SSD
HIGH POINT ELEV = 43.57HIGH POINT STA = 99+70.68
PVI STA = 102+87.95PVI ELEV = 42.63
A.D. = -2.70%K = 18.52
50' VC
PVC
: 102
+62.
95EL
EV: 4
2.71
PVT:
103
+12.
95EL
EV: 4
1.88
271.1' SSD
EXISTING GRADE ALONG CONST BL
PROPOSED GRADE ALONG CONST BL
NAVD 88BASE ELEV25.00
30
40
50
25
30
40
50
40.7
7
103+50
39.3
5
104+00
38.5
3
38.3
1
105+00
38.1
8
38.0
3
106+00
37.3
9
36.5
6
107+00
35.7
4
34.9
1
108+00
34.0
9
33.2
6
109+00
32.4
4
109+50103+50 104+00 105+00 106+00 107+00 108+00 109+00 109+50
-1.65%
-3.00%
-0.25%
PVI STA = 104+25.89PVI ELEV = 38.49
A.D. = 2.75%K = 36.36100' VC
PVC
: 103
+75.
89EL
EV: 3
9.99
PVT:
104
+75.
89EL
EV: 3
8.37
335.9' HSDINFINITE HSD
PVI STA = 106+10.86PVI ELEV = 38.03
A.D. = -1.40%K = 35.70
50' VC
PVC
: 105
+85.
86EL
EV: 3
8.09
PVT:
106
+35.
86EL
EV: 3
7.62
499.6' SSD
EXISTING GRADE ALONG CONST BL
PROPOSED GRADE ALONG CONST BL
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
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ET_P
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S.D
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FINAL SUBMISSION
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
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PROFILESPART 3 OF 5
FOR CONSTRUCTION PLANS SEE SHEET NOS. 14 - 15
CO
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19
CO
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NU
ED O
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EET
21
NAVD 88BASE ELEV20.00
30
40
50
20
30
40
5033
.26
109+00
32.4
4
31.6
1
110+00
31.0
3
30.9
9
111+00
31.2
4
31.4
9
112+00
31.7
4
31.9
9
113+00
32.1
3
31.3
3
114+00
30.3
3
29.3
3
115+00109+00 110+00 111+00 112+00 113+00 114+00 115+00
0.50%-1.65%
-2.00%
PVI STA = 110+52.24PVI ELEV = 30.75
A.D. = 2.15%K = 46.51100' VC
PVC
: 110
+02.
24EL
EV: 3
1.57
PVT:
111
+02.
24EL
EV: 3
1.00
760.2' HSD
LOW POINT ELEV = 30.94LOW POINT STA = 110+78.99
INFINITE HSD
PVI STA = 113+53.80PVI ELEV = 32.26
A.D. = -2.50%K = 20.00
50' VC
PVC
: 113
+28.
80EL
EV: 3
2.13
PVT:
113
+78.
80EL
EV: 3
1.76
290.8' SSD
HIGH POINT ELEV = 32.16HIGH POINT STA = 113+38.80
EXISTING GRADE ALONG CONST BL
PROPOSED GRADE ALONG CONST BL
NAVD 88BASE ELEV10.00
20
30
40
10
20
30
40
30.3
3
114+50
29.3
3
115+00 116+00 117+00 118+00 119+00 120+00 120+50114+50 115+00 116+00 117+00 118+00 119+00 120+00 120+50
-2.00%
GRADE BREAK STA = 115+25.59ELEV = 28.82
LECOUNTHOLLOW RD
EXISTING GRADE ALONG CONST BLPROPOSED GRADE ALONG CONST BL
PROJECT ENDSTA 120+50.00
N 2797999.3565E 1067793.2270
PROPOSED LECOUNT HOLLOW PARKING LOT(SEE SHEET XX FOR PROPOSED PROFILE)
STA 115+25.59 WELLFLEET ALIGNMENT =STA 300+60.23 PARKING LOT TRAIL 22
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_P
RO
FILE
S.D
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23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
CO
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CO
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21
PROFILESPART 4 OF 5
FOR CONSTRUCTION PLANS SEE SHEET NOS. 16 - 17
CO
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EET
20
NAVD 88BASE ELEV10.00
PARKING LOT TRAIL
20
30
40
10
20
30
40
-1.50%
-5.00%
5.00%
1.10%
GRADE BREAK STA = 301+09.40ELEV = 28.94
GR
ADE
BREA
K ST
A =
305+
87.6
7
ELEV
= 1
7.89
PVI STA = 304+41.38PVI ELEV = 12.51
A.D. = 10.00%K = 10.00100' VC
PVC
: 303
+91.
38EL
EV: 1
5.01
PVT:
304
+91.
38EL
EV: 1
5.01
83.1' HSD
LOW POINT ELEV = 13.76LOW POINT STA = 304+41.38
INFINITE HSD
PVI STA = 305+38.13PVI ELEV = 17.35
A.D. = -3.90%K = 6.4125' VC
PVC
: 305
+25.
63EL
EV: 1
6.72
PVT:
305
+50.
63EL
EV: 1
7.49
182.9' SSD
300+50 301+00
27.0
8
24.5
8
302+00
22.0
8
19.5
8
303+00
17.0
8
14.6
2
304+00
13.8
0
15.4
4
305+00
17.4
8
306+00 306+50300+50 301+00 302+00 303+00 304+00 305+00 306+00 306+50
EXISTING GRADE ALONG CONST BL
PROPOSED GRADE ALONG CONST BL
LIMIT OF WORKSTA 305+87.67
LECOUNTHOLLOW RD
STA 301+09.40 PARKING LOT TRAIL =STA 115+55.22 WELLFLEET ALIGNMENT
STA 306+00.00 PARKING LOT TRAIL =STA 120+40.73 WELLFLEET ALIGNMENT
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_P
RO
FILE
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
0
0
HOR. SCALE IN FEET
VER. SCALE IN FEET
20 40
4 4 8
0
0
20
22
PROFILESPART 5 OF 5
FOR CONSTRUCTION PLANS SEE SHEET NO. 17
(REM)
ROUTE 6
ORI
OLE
LN
N
PROP AREA OFSLOPE RECONSTRUCTIONAND STABILIZATION(SEE DETAIL SHEET 44)
PROP LANDSCAPEBOULDER TO DISCOURAGECORRIDOR ACCESS (3)
3 PR-2
2 QA-1
1 QA-1
1 QA-11 QA-13 PR-23 PR-23 PR-2 1 QA-1
3 PR-2
3 PR-2
5 VA-2
4 VD-2
4 VD-2
5 VA-2
1 QA-1
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 1SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE NOTES/SPACING
DECIDUOUS TREESQA-1 QUERCUS ALBA WHITE OAK 7 3-4' HT. 30' O.C.
EVERGREEN TREESPR-2 PINUS RIGIDA PITCH PINE 18 6-7' HT. 10' O.C.
DECIDUOUS SHRUBSVA VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 10 #1 POT 36" O.C.
VD-2 VIBURNUM DENTATUM ARROWOOD VIBURNUM 8 4-5' HT. 48" O.C.
PROP COIR LOGS ANDJUTE MESH
PROP BOULDERS
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
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e 20
20Pl
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SCALE: 1" = 20'
0 50 100
23
LANDSCAPE PLANSPART 1 OF 10
OLD
KIN
G'S
HIG
HW
AY
N
LOCATION OF COMMON'SPANIC-GRASS (TYP)
2 PR-2
2 PR-2
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 2SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE NOTES/SPACING
EVERGREEN TREESPR-2 PINUS RIGIDA PITCH PINE 4 6-7' HT. 10' O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
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SCALE: 1" = 20'
0 50 100
24
LANDSCAPE PLANSPART 2 OF 10
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EET
25
CO
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23
N
LOCATION OF COMMON'SPANIC-GRASS (TYP)
PROJECT BEGINSTA 76+50N2801552.8029E1065206.7180
77 78 79 80 81
6 MP-21 AC
6 MP-21 AC
3 PR-22 QR-2
2 PR-1
2 PR-2
13-VD-2
PROP PARK BENCH
3 MP-2
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 3SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE NOTES/SPACING
DECIDUOUS TREESQR-2 QUERCUS RUBRA NORTHERN RED OAK 2 1-1.5" CAL. 30' O.C.
ORNAMENTAL TREESAC AMELANCHIER CANADENSIS SERVICEBERRY 2 4-5' HT. CLUMP; B&B
EVERGREEN TREESPR-1 PINUS RIGIDA PITCH PINE 2 3-4' HT. 10' O.C.PR-2 PINUS RIGIDA PITCH PINE 5 6-7' HT. 10' O.C.
DECIDUOUS SHRUBSMP-2 MYRICA PENSYLVANICA NORTHERN BAYBERRY 15 2.5-3' HT. 48" O.C.VD-2 VIBURNUM DENTATUM ARROWOOD VIBURNUM 13 4-5' HT. 48" O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
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d on
FINAL SUBMISSION
20
SCALE: 1" = 20'
0 50 100
25
LANDSCAPE PLANSPART 3 OF 10
CO
NTI
NU
ED O
NSH
EET
26
CO
NTI
NU
ED O
NSH
EET
24
N
10 AM-13 PR-1
8 AM-12 PR-1
5 AM-1
15 CP3 PR-1
8 CP2 PR-1
9 CP3 PR-1
PROP COIR LOGS AND JUTEMESH ON SLOPE
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PROP COIR LOGS ANDJUTE MESH
PLANT SCHEDULE - PART 4EVERGREEN TREES
PR-1 PINUS RIGIDA PITCH PINE 13 3-4' HT. 10' O.C.DECIDUOUS SHRUBS
AM ARONIA MELANOCARPA "AUTUMN MAGIC" AUTUMN MAGIC BLACK CHOKEBERRY 23 18"-24" HT. 48" O.C.CP COMPTONIA PEREGRINA SWEETFERN 32 #1 POT 48" O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
otte
d on
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20
SCALE: 1" = 20'
0 50 100
26
LANDSCAPE PLANSPART 4 OF 10
CO
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NU
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EET
27
CO
NTI
NU
ED O
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EET
25
PROP COIR LOG(SEE DETAIL SHEET 46)
PROP COIR LOG ANDEROSION CONTROL BLANKET(SEE DETAIL SHEET 44)
PC +42.86
PC +63.00 PT +99.48PT +43.13
PRC +71.17PRC +03.07
4 MP-11 PR-1
15 MP-1 9 MP-11 PR-1
7MP-12 PR-13 PR-13 PR-1
6 MP-11 PR-1
7 MP-1 5 MP-13 MP-1
PROP COIR LOGS, TYP.5 MP-1
PROP COIR LOGS ANDJUTE MESH ON SLOPE
6 MP-1
PROP COIRLOGS, TYP.
PROP COIR LOGS AND JUTEMESH ON SLOPE
8687
88 8990 91 92
PROP COIR LOGS ANDJUTE MESH
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 5EVERGREEN TREES
PR-1 PINUS RIGIDA PITCH PINE 11 3-4' HT. 10' O.C.
DECIDUOUS SHRUBS
MP-1 MYRICA PENSYLVANICA NORTHERN BAYBERRY 67 18"-24" HT. 48" O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
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d on
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20
SCALE: 1" = 20'
0 50 100
27
LANDSCAPE PLANSPART 5 OF 10
CO
NTI
NU
ED O
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EET
28
CO
NTI
NU
ED O
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EET
26
N
N
92 93 94 95 96 97 98
13 AM4 PR-2
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 6EVERGREEN TREES
PR-2 PINUS RIGIDA PITCH PINE 4 6-7' HT. 10' O.C.
DECIDUOUS SHRUBS
AM ARONIA MELANOCARPA "AUTUMN MAGIC" AUTUMN MAGIC BLACK CHOKEBERRY 13 18"-24" HT. 48" O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
otte
d on
FINAL SUBMISSION
20
SCALE: 1" = 20'
0 50 100
28
LANDSCAPE PLANSPART 6 OF 10
CO
NTI
NU
ED O
NSH
EET
29
CO
NTI
NU
ED O
NSH
EET
27
N
8 PR-11 QA-1
1 QA-1
98 99 100 101 102 103
1 PR-23 MP-1
8 PR-1
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 7DECIDUOUS TREES
QA-1 QUERCUS ALBA WHITE OAK 2 3-4' HT. 30' O.C.
EVERGREEN TREES
PR-1 PINUS RIGIDA PITCH PINE 16 3-4' HT. 10' O.C.
PR-2 PINUS RIGIDA PITCH PINE 1 6-7' HT. 10' O.C.
DECIDUOUS SHRUBS
MP-1 MYRICA PENSYLVANICA NORTHERN BAYBERRY 3 18"-24" HT. 48" O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
otte
d on
FINAL SUBMISSION
20
SCALE: 1" = 20'
0 50 100
29
LANDSCAPE PLANSPART 7 OF 10
CO
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EET
30
CO
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28
CASSICK VALLEY
ROAD
PC +74.23
PC +70.90PT +91.90
PRC +33.07
N
AREA OF INVASIVEPLANT MANAGEMENT(BLACK LOCUST, TREEOF HEAVEN, JAPANESEKNOTWEED, POISON IVY,BITTERSWEET, ETC.).REPLANT AREA WITHPLUGS AND SEEDS.
AREA OF INVASIVEPLANT MANAGEMENT(BLACK LOCUST, TREEOF HEAVEN, JAPANESEKNOTWEED, POISON IVY,BITTERSWEET, ETC.).REPLANT AREA WITHPLUGS AND SEEDS.
(4) PROP BOULDERS
104 105 106 107
108 109
9 VD-126 VA
1 PR-17 VD-1
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PROP BOULDERS
PLANT SCHEDULE - PART 8EVERGREEN TREES
PR-1 PINUS RIGIDA PITCH PINE 1 3-4' HT. 10' O.C.
DECIDUOUS SHRUBS
VA VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 26 #1 POT 36" O.C.
VD-1 VIBURNUM DENTATUM ARROWOOD VIBURNUM 16 18-24" HT. 48" O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
otte
d on
FINAL SUBMISSION
20
SCALE: 1" = 20'
0 50 100
30
LANDSCAPE PLANSPART 8 OF 10
CO
NTI
NU
ED O
NSH
EET
31
CO
NTI
NU
ED O
NSH
EET
29
KINKAID STREET
KINKAID STREET
PC +70.90PT +18.03
PRC +32.34 PRC +88.21
N
LOCATION OF COMMON'SPANIC-GRASS (TYP)
25 VD-2 5 QR-2 5 RV
25 RV
AREA OF INVASIVE PLANTMANAGEMENT (BLACK LOCUST,TREE OF HEAVEN, JAPANESEKNOTWEED, POISON IVY,BITTERSWEET, ETC.). REPLANTAREA WITH PLUGS AND SEEDS.
AREA OF INVASIVE PLANTMANAGEMENT (BLACK LOCUST,TREE OF HEAVEN, JAPANESEKNOTWEED, POISON IVY,BITTERSWEET, ETC.). REPLANTAREA WITH PLUGS AND SEEDS.
109
110111
112113 114 115
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 9DECIDUOUS TREES
QR-2 QUERCUS RUBRA NORTHERN RED OAK 5 1-1.5" CAL. 30' O.C.
DECIDUOUS SHRUBS
VD-2 VIBURNUM DENTATUM ARROWOOD VIBURNUM 25 4-5' HT. 48" O.C.
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_L
AND
SCAP
E_PL
ANS.
DW
G23
Jun
e 20
20Pl
otte
d on
FINAL SUBMISSION
CO
NTI
NU
ED O
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EET
32
20
SCALE: 1" = 20'
0 50 100
31
LANDSCAPE PLANSPART 9 OF 10
CO
NTI
NU
ED O
NSH
EET
30
LECO
UNT
HOLL
OW
ROAD
KINKAID STREET
N
AREA OF INVASIVE PLANTMANAGEMENT (BLACK LOCUST,TREE OF HEAVEN, JAPANESEKNOTWEED, POISON IVY,BITTERSWEET, ETC.). REPLANTWITH PLUGS AND SEEDS.
AREA OF INVASIVE PLANT MANAGEMENT (BLACKLOCUST, TREE OF HEAVEN, JAPANESEKNOTWEED, POISON IVY, BITTERSWEET, ETC.).REPLANT AREA WITH PLUGS AND SEEDS.
RELOCATEDPORT-A-POTTIES
RELOCATED BOULDER, TYP.5 RV
25 RV
(4) R+R GRANITEBENCHES (TYP)
PROP SAWCUT
RELOCATED 'CAPE CODRAIL TRAIL' BOULDER
EXIST KIOSK TO REMAINAND BE PROTECTED
R&R EXIST DCR SIGNCLEAR AND GRUB EXIST VEGETATION TOIMPROVE SIGHT LINES
R+R GRANITE KIOSK
PROP CEMENT CONCRETETRAILHEAD/REST AREA
PROP WOODGUARDRAIL
115 116 117 118 119120
121
R&R EXIST PORTABLEBATHROOMS FROMPARKING LOT
18 VA
4 AM
24 RV
EXIST TREE TO REMAIN AND BEPROTECTED
PROP DECIDUOUS TREE
PROP ORNAMENTAL TREE
PROP EVERGREEN TREE
PROP DECIDUOUS SHRUBS
LEGEND
PLANT SCHEDULE - PART 10DECIDUOUS SHRUBS
AM ARONIA MELANOCARPA "AUTUMN MAGIC" AUTUMN MAGIC BLACK CHOKEBERRY 4 18-24" HT. 48" O.C.
RV ROSA VIRGINIANA VIRGINIA ROSE 54 2-3' HT' 48" O.C.
VA VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 18 #1 POT 36" O.C.
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20
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0 50 100
32
LANDSCAPE PLANSPART 10 OF 10
3 INCH DEPTH WOOD CHIP MULCH (PULL
LACING. FOR CONTAINERIZED PLANTS, REMOVECONTAINER PRIOR TO PLANTING. SCORE SIDES OFCONTAINER AND LOOSEN ANY ROOTS ENCIRCLING
WATER BY FLOODING TWICE IN FIRST TWO HOURSAFTER PLANTING. WATER & MAINTAIN AS PER
SHRUB SHALL BE PLANTED SO THAT CROWNIS 2 INCHES ABOVE FINISHED GRADE AFTER SETTLEMENT
STANDARD SPECIFICATIONS
SLOPE VARIES
ADJUST SHRUBS SO THAT BOTTOM
-SEE PLANSSPACING VARIES
3 X ROOTBALL
CL CL
1V:1H SLOPEMAX.
ABOVE THE GROUNDOF FOLIAGE IS EVENLY SPACED
THE ROOT BALL
UNDISTURBED SUBGRADE SLOPE VARIES
AWAY FROM BASE OF SHRUB)
ACCEPTED FOR PLANTING
BACKFILL MIX PER SPECIAL PROVISIONS
LOOSE OR CRACKED ROOTBALLS WILL NOT BE
AROUND TREE PIT
COMPLETELY REMOVE SYNTHETIC BURLAP AND
3 INCH HIGH EARTH WATERING SAUCERCROWN OF PLANT TO BE 2 INCHES MIN. ABOVE
AWAY FROM BASE OF SHRUB)
FINISHED GRADE AFTER SETTLING
AROUND PLANTING BED
BACKFILL MIX PER SPECIAL PROVISIONS
3 INCH HIGH EARTH WATERING SAUCER
AND BOTTOM OF ROOT BALL TO LOOSENIF 'PLANTABLE CONTAINER'. SCORE SIDESREMOVE PLANT FROM CONTAINER EVEN
3 INCH DEPTH WOOD CHIP MULCH (PULL
AFTER PLANTING. WATER & MAINTAIN AS PERWATER BY FLOODING TWICE IN FIRST TWO HOURS
RAISE AND REPLANT ANY PLANTS THAT SETTLE
AND BACKFILL WITH PLANTING MIXEXCAVATE TO REQUIRED DEPTH
MORE THAN 3 INCHES AFTER PLANTING AND WATERING IN
STANDARD SPECIFICATIONS
SPACING VARIES
SEE PLANS OR NOTES
ROOTSCONTAINERIZED SHRUB PLANTING (SLOPE) DETAILNOT TO SCALE
PERENNIAL PLANTINGNOT TO SCALE 54
BICYCLE RACKNOT TO SCALE1 GRANITE BENCH
NOT TO SCALE2
BICYCLE RACK HOLDS 13 BICYCLES
ANCHOR TOFOOTINGPERMANUFACTURESRECOMMENDATION
FINISH GRADE
UNDISTURBEDSUBGRADE
INTERPRETIVE BOULDERNOT TO SCALE3
NOTE:1. LOCATION AND FACING TO BE
APPROVED BY ENGINEER IN THEFIELD.
2. STANDARD BOULDERS TO BEINSTALLED IN SAME MANOR.
WIDTH VARIES
HEI
GH
T VA
RIE
S
*4"-12"
PLACED GRANITEBOULDER BURIED
6" GRAVEL BASE
*ADEQUATE BURIAL DEPTH SHALL BEPROVIDED AS TO CREATE A STABLESTRUCTURE FREE OF MOVEMENT
ENGRAVED GRAPHICS ONFACE OF BOULDER AS
APPROVED BY ENGINEER
COMPACTEDSUBGRADE
PROPOSEDGRADE
SECTION
6"
9"
1'-6"
1'-6"
4'-0"
GRANITE BENCH, FRONT ANDBACK SPLIT FACE, SIDESROCKED, THERMAL TOP
FINISH GRADE, SEE PLANSFOR MATERIALS
GRAVEL BORROW - TYPE b
PLAN
6" (TYP)1.5%* (MAX)
1. EXISTING CONDITIONS INFORMATION IS REPRODUCED FROM THE SURVEY PREPARED BY SMC SURVEYING AND MAPPING CONSULTANTS, OF BRAINTREE,MA, DATED JUNE 29 2018.
2. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON THE SURVEY REFERENCED ABOVE. THE CONTRACTOR SHALL CONTACT DIGSAFEAND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANIES TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK. ANY DAMAGE DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THECONTRACTOR.
3. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING AND WILL CONTINUE UNTIL FINAL WRITTEN ACCEPTANCE OF PLANT MATERIAL.
4. LANDSCAPE ARCHITECT TO FLAG ALL TREES TO BE TRANSPLANTED PRIOR TO CONSTRUCTION START.
5. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS AND/OR TRANSPLANTS WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION START.
6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS.
7. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED.
8. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THISDRAWING.
9. ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
10. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL GRADES BEFORE DIGGING.
11. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED.
12. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPS THICKER THAN 1/4INCH.
13. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE (1) FULL YEAR FROM DATE OF ACCEPTANCE.
PLANTING NOTESPLANT SCHEDULE - MASTER
SHEE
T 23
SHEE
T 24
SHEE
T 25
SHEE
T 26
SHEE
T 27
SHEE
T 28
SHEE
T 29
SHEE
T 30
SHEE
T 31
SHEE
T 32
SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE NOTES/SPACINGDECIDUOUS TREES
QA-1 QUERCUS ALBA WHITE OAK 9 3-4' HT. 30' O.C. 7 2
QR-2 QUERCUS RUBRA NORTHERN RED OAK 7 1-1.5" CAL. 30' O.C. 2 5
ORNAMENTAL TREES
AC AMELANCHIER CANADENSIS SERVICEBERRY 2 4-5' HT. CLUMP; B&B 2
EVERGREEN TREES
PR-1 PINUS RIGIDA PITCH PINE 43 3-4' HT. 10' O.C. 2 13 11 16 1
PR-2 PINUS RIGIDA PITCH PINE 32 6-7' HT. 10' O.C. 18 4 5 4 1
DECIDUOUS SHRUBS
AM ARONIA MELANOCARPA "AUTUMN MAGIC" AUTUMN MAGIC BLACK CHOKEBERRY 40 18-24" HT. 48" O.C. 23 13 4
CP COMPTONIA PEREGRINA SWEETFERN 32 #1 POT 48" O.C. 32
MP-1 MYRICA PENSYLVANICA NORTHERN BAYBERRY 70 18"-24" HT. 48" O.C. 67 3
MP-2 MYRICA PENSYLVANICA NORTHERN BAYBERRY 15 2.5-3' HT. 48" O.C. 15
RV ROSA VIRGINIANA VIRGINIA ROSE 54 2-3' HT' 48" O.C. 54
VA VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 54 #1 POT 36" O.C. 10 26 18
VD-1 VIBURNUM DENTATUM ARROWOOD VIBURNUM 16 18-24" HT. 48" O.C. 16
VD-2 VIBURNUM DENTATUM ARROWOOD VIBURNUM 46 4-5' HT. 48" O.C. 8 13 25
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LANDSCAPE DETAILSPART 1 OF 2
ROOTBALL SHALL BE PLACED ON
TREE WRAP SHALL NOT BE USED
COMPLETELY REMOVE SYNTHETIC BURLAP & LACING
BACKFILL MIX PER SPECIAL PROVISIONS
DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE
TREE SHALL BE SET PLUMB
ABOVE FINISHED GRADE AFTER SETTLEMENT
CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING.
3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT
3 INCHES WOOD CHIP MULCH (PULL MULCH AWAY
TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES
MIN. 2 X ROOTBALL DIAMETER
ROOTBALLUNDISTURBED SUBGRADE
DO NOT CUT LEADER
FROM TRUNK OF TREE)
6 INCHESBELOWROOTBALL
1V:1H SLOPE MAX.
WATERING SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING
BACKFILL MIX PER SPECIAL PROVISIONS
BELOWROOTBALL
TREE SHALL BE SET PLUMB
SLOPE VARIES
6 INCHES
TREE WRAP SHALL NOT BE USED
DO NOT CUT LEADER
COMPLETELY REMOVE SYNTHETIC BURLAP & LACING
3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT
3 INCHES WOOD CHIP MULCH (PULL MULCH AWAY
CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING.
FROM TRUNK OF TREE)
MIN. 2 X ROOTBALL DIAMETER
ROOTBALLDEPTH OF ROOT BALL
SLOPE VARIES
EXCAVATE PLANTING PIT TO
TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHESABOVE FINISHED GRADE AFTER SETTLEMENT
CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING.COMPLETELY REMOVE SYNTHETIC BURLAP & LACING
3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT
3 INCHES WOOD CHIP MULCH (PULL MULCH AWAY
MIN. 2 X ROOTBALL DIAMETER
6 INCHES
ROOTBALLBELOW
ROOTBALL
DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE
TREE SHALL BE PLANTED SO
FINISHED GRADE AFTER
DO NOT CUT LEADER
TREE SHALL BE SET PLUMB
THAT CROWN IS 3 INCHES ABOVE
SETTLEMENT
UNDISTURBED SUBGRADEROOTBALL SHALL BE PLACED ON
BACKFILL MIX PER SPECIAL PROVISIONS
FROM TRUNK OF TREE)
EXCAVATE PLANTING PIT TO
3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT
3 INCHES WOOD CHIP MULCH (PULL MULCH AWAY
TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES
CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING.COMPLETELY REMOVE SYNTHETIC BURLAP & LACING
MIN. 2 X ROOTBALL DIAMETER
ROOTBALL
BACKFILL MIX PER SPECIAL PROVISIONS
ROOTBALLBELOW6 INCHES
1V:2H SLOPE
1V:1H SLOPE MAX.1V:1H SLOPE MAX.
FROM TRUNK OF TREE)
DEPTH OF ROOT BALL
1V:2H SLOPE
DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE
TREE SHALL BE SET PLUMB
DO NOT CUT LEADER ABOVE FINISHED GRADE AFTER SETTLEMENT
DECIDUOUS TREE PLANTING (SLOPE)NOT TO SCALE
DECIDUOUS TREE PLANTINGNOT TO SCALE
EVERGREEN TREE PLANTING (SLOPE)NOT TO SCALE
EVERGREEN TREE PLANTINGNOT TO SCALE
1V:1H SLOPE MAX.
1 2
3 4
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LANDSCAPE DETAILSPART 2 OF 2
PC +16.70
PC +89.94
PT +36.36
PT +77.66
PT +98.36PRC +61.60
6'-0
"
-5.00% -1.5
0%
C16
C17 C18
C19
C20C21
C22
C23
PT301+31.5336.00,RT
PRC301+21.05
37.47,RT
302+35.4732.51,RT
PC301+10.4952.93,RT
PC301+60.69
8.79,RT
PT301+60.494.80,RT
PC301+40.115.82,RT
PT301+16.39
6.00,RT
PC301+11.40
6.00,RT
PT301+11.40
10.00,RT
PC301+16.39
10.00,RT
PT301+40.31
9.81,RT
PT301+36.366.00,LT
PCC301+27.456.00,LT
PC301+09.42
21.89,LT
BEGIN RET WALL302+31.97
36.66,RT
AP RET WALL302+31.97
54.17,RT
PC +43.38
PT +85.12
PRC +64.32
4'-0"6'-0"
6'-0"6'-0"
L=20.95' R=25.00'
Δ=48° 00' 14"
L=20.79' R=25.00'
Δ=47° 39' 07"
-1.5
0%
-1.50
%
6'-0"
-1.5
0%
-1.00%
15.5815.65
3'-0"
-1.5
0%
-1.5
0%
1.50%
305+32.4712.08,RT
305+85.126.00,RT
305+37.9712.08,RT
305+37.979.00,RT
305+45.834.00,RT
305+38.0022.19,RT
305+44.458.99,RT
99C6
C7
C8
C9
C11
C10
C12
C13
C15
C14
PC98+43.42
5.00,LT
PRC98+66.22
0.05,RT
PRC98+62.07
9.05,LT
PT98+84.884.00,LT
PT98+84.8814.00,LT
PC98+43.42
5.00,RT
PT98+91.881.00,RT
PC98+86.88
6.00,RTPC
98+86.888.00,RT
PRC98+91.8413.00,RT
PRC98+96.7017.01,RT
PT99+12.4635.49,RT
END99+28.9141.63,RT
PC99+46.1241.41,RT
PCC99+27.6430.59,RT
PT99+34.1613.00,RT
77
C1
C2
C3
C4
C5
PC77+40.005.00,LT
PRC77+34.566.61,LT
PCC77+14.463.08,LT
PT77+40.005.00,RT
PRC77+34.596.59,RT
PCC77+14.432.92,RT
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SCALE: 1" = 10'
0 20 30 40
35
GRADING AND TIE PLANS
10
SCALE: 1" = 10'
0 20 30 40
10
SCALE: 1" = 10'
0 20 30 40
N
N
10
SCALE: 1" = 10'
0 20 30 40
N
ROUTE 6
N
2324
2526
2728
2930
29
28
2726
2524
24
25
26
23
22
3029
2827
2625
2728
29
30
2829
27
2:1 2:1
2:1 2:1
2:1
2:1
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SCALE: 1" = 10'
0 20 30 40
36
GRADING AND TIE PLANSPART 2 OF 2
N
ROUTE 6
STATE HIGHWAY LAYOUTSTATE HIGHWAY LAYOUT
ORI
OLE
LN
PROPOSED TEMPORARYFENCE TO SECURECONTRACTOR STAGING AREA
PROVIDE SG20-1TO INDICATE TRAILCLOSURE
PROPOSED TEMPORARY GATETO ALLOW VEHICLE ANDEQUIPMENT ACCESS TOCONTRACTOR STAGING AREA
PROPOSED TEMPORARYFENCE TO SECURECONTRACTOR STAGING AREA
VEHICLE PARKING, EQUIPMENT STORAGE, &LAYDOWN AREA
20
SCALE: 1" = 20'
0 50 100
37
CONTRACTOR STAGING PLANROUTE 6 STAGING AREA
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LECO
UNT
HOLL
OW
ROAD
EXISTING WALKING PATH
PROP 4' HMA CONNECTIONPATH TO VISITOR CENTER
PROP 6' HMA WALK
PROP RE-STRIPED PARKINGSTALLS (2 ACCESSIBLE, 33 TOTAL)
APPROX EXIST EOP
LECO
UNT
HOLL
OW
ROAD
MAINTAIN EXISTPARKING STALLS
R5-1
R5-1
R1-1R5-1
R6-2r
SL
N
20
SCALE: 1" = 20'
0 50 100
38
TEMPORARY PARKING PLANLECOUNT HOLLOW RD
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TRAFFIC SIGN SUMMARY
NOTE:ALL STOP AND YIELD SIGNS, PROPOSED IN THIS CONTRACT, ARE SUBJECTTO FIELD INVESTIGATION BY THE DISTRICT OFFICE OF THE MASSACHUSETTSHIGHWAY DEPARTMENT TO JUSTIFY WARRANTS BEFORE INSTALLATION.
POST SIZE ANDNUMBER REQUIRED
COLOR
BORDERBACK-
NUMBEROF
SIGNSREQUIREDARROW
TEXT DIMENSIONS
VERTICALSPACINGHEIGHT
LETTERTEXT
NUMBERCATION
IDENTIFI-
GROUND LEGEND
TEXT DIMENSIONS
HEIGHTLETTER
SIZE OF SIGNIDENTIFI-
NUMBERCATION
WIDTH
TEXT
(SF) FEETSQUAREAREA IN
VERTICALSPACING ARROW
OF
REQUIREDSIGNS
NUMBER
BACK-GROUND
NUMBER REQUIREDBORDERLEGEND
COLORPOST SIZE AND
4.50 D3-1-1
8.00
4.50
37.50
4.00
4.00
2R1-1 (PATH)
2R5-3
2W3-1
6W11-15
2W16-9P
W16-7pL 2
18"
24"
18"
30"
24"
24"
4.00
2.25
6.25
2.00
2.00
2.25 6"
2D1-1c 8"
RED WHITE WHITE 1-P5
HEIGHT
24"
18"
30"
12"
12"
18"
AREAUNIT
2
1-P52
MOUNT 2 WITH RRFB
MOUNT 2 WITHR1-1
WHITE BLACK BLACK
YELLOW BLACK BLACK
YELLOW BLACK BLACK
YELLOW BLACK BLACK
YELLOW BLACK BLACK
GREEN WHITE WHITE
GREEN WHITE WHITE2009MUTCD
2009MUTCD
2009MUTCD
SIZE OF SIGN
WIDTH HEIGHT (SF)AREAUNIT
FEETSQUAREAREA IN
1.833
1.083
MOUNT 2 WITH W11-15
MOUNT 2 WITH D11-1 3.66
2.1626"
33"
39
TRAFFIC PLANS
3D11-1 9.0024" 3.0018" 1-P53
GREEN WHITE WHITE2009MUTCD
2009MUTCD
2009MUTCD
STREET NAME SIGN SUMMARY
4.00W16-7pR 224" 2.0012" YELLOW BLACK BLACK
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2M6-4 1.5012" 0.759" MOUNT 2 WITH D11-1GREEN WHITE WHITE
Lecount HollowRd
Cape Cod Rail Trail
R1-1
R5-1
R6-2r
RED WHITE WHITE
WHITE BLACK BLACK
WHITE BLACK BLACK24" 30" 5.00
30" 30"
30"30" 6.25
6.25
2
R7-8 12" 18" 1.50
R7-8p 12" 6" 0.50
WHITE GREEN
WHITE GREEN GREEN
GREEN /BLUE
PARKINGRESERVED
VANACCESSIBLE
24" 2.0012"M4-6 GREEN WHITE WHITE MOUNT 1 WITH D11-11 2.00
2
2 1.00
3.001-P52
MOUNT 2 WITH R7-8
2 1-P52
12.50
3 18.75
1 5.00
MOUNT 2 WITH RRFB
1-P51
1-P52
MOUNT 4 WITH RRFB
MOUNT 2 WITHR1-1 (PATH)
1-P51
MOUNT 2 WITH R1-1
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TEMPORARY TRAFFIC CONTROL PLANS
WORK ZONE
REFLECTORIZED DRUM
LEGEND
POLICE OFFICER/FLAGGER
TYPE III BARRICADEWITH WARNING LIGHTS
P/F
NOTES:
1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE 2009EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD)AND MASSACHUSETTS AMENDMENTS.
2. ALL SIGN LEGENDS, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITHTHE 2009 MUTCD.
3. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROLDEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK.
4. TEMPORARY CONSTRUCTION SIGNING, BARRICADES AND ALL OTHERNECESSARY WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVEDFROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FORCONTROL OF TRAFFIC.
5. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, ANDREFLECTORIZED PLASTIC DRUMS WITH LIGHTING DEVICES MOUNTED ON THEM,SHALL PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDEDPROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAYFEATURES."
6. CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCEOF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSUREOF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENTEXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT AND SIMILAROPERATIONS.
7. THE FIRST FIVE PLASTIC DRUMS OF A TAPER MUST BE MOUNTED WITH TYPE ALIGHTS.
8. THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THEENGINEER.
9. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THEENGINEER.
10. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) ISEQUAL IN FEET TO THE SPEED LIMIT IN MPH.
11. MINIMUM LANE WIDTH SHALL BE 11 FEET UNLESS OTHERWISE SHOWN.MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS ORMEDIAN BARRIER.
12. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.
13. ALL TEMPORARY WALKWAYS SHALL MEET ADA/AAB GUIDELINES.
SIGN ON SUPPORT
L/2
500'
500'
WORKZONE
BUFFER150'
500'
500'
L/2
DOWNSTREAMTAPER
100 FT MAXBUFFER
500'
500'
M.P.H.
M.P.H.
100FT MAX
500'
500'
WORKZONE
BUFFER100-150FT
500'
500'
BUFFER 100-150 FT
500'
500'
MA-W20-7B
OR
W20-7A
100 FT MAX
MA-W20-7B
OR
W20-7A
L/3
500'
500'
WORKZONE
100'
BUFFER
500'
500'
W1-4L
MA-R2-10e
W1-4R
W5-1
MA-R2-10a
W20-1C
W13-1
MA-R2-10e
W1-4R
W1-4L
W5-1
MA-R2-10a
W20-1c
W13-1
SHOULDER AND TRAVEL LANE CLOSEDNOT TO SCALE
MA-R2-10e
MA-R2-10e
W20-1c
W13-1
M.P.H.
W20-1c
W13-1
W20-4
W13-1
MA-R2-10a W20-1C
W13-1
WITH POLICE OR FLAGGERNOT TO SCALE
ONE LANE ALTERNATING TRAFFIC
MA-R2-10e
MA-R2-10e
W20-4
W13-1
MA-R2-10a
W21-5a
W5-1
MA-R2-10a
M.P.H.
W20-1C
W13-1SHOULDER CLOSEDNOT TO SCALE
CONSTRUCTION SIGN SUMMARY
SEE MASSDOT STANDARDS
36"36"W5-1
36"36"W20-1c
36"36"W20-4c
36"36"
36"36"W20-7a
36"48"
36"36"
W1-4R 36"36'
W21-5aR
MA-R2-10a
W1-4L
36" 48"
COLOR
BORDERBACK-
NUMBEROF
SIGNSREQUIREDARROW
TEXT DIMENSIONS
VERTICALSPACINGHEIGHT
LETTERTEXT
HEIGHT
SIZE OF SIGN
WIDTHNUMBERCATION
IDENTIFI-
GROUND LEGEND
2
2
2
2
2
4
2
1
2
24.00
24.00
18.00
18.00
18.00
36.00
18.00
9.00
18.00
MA-R2-10e
POST SIZEAND
NUMBERREQUIRED
AREAIN
SQUAREFEET
SEE 2009 MUTCD
SEE MASSDOT STANDARDS
36"36"MA-W20-7b 2 18.00
OR OR OR OR OR OR
SEE MASSDOT STANDARDS
W13-1 418"18"
M.P.H.
M.P.H.
M.P.H.
M.P.H.
M.P.H.9.00
MA-R2-10a
FLUOR-ESCENTORANGE
BLACK BLACK
NOT TO SCALETYPICAL PATH CLOSURE
SG20 - 1
TYPE III BARRICADE (10' O.C.)
TRAIL
SPEED LIMIT (S) TAPER LENGTH (L)FEET
FORMULAS FOR DETERMINING TAPER LENGTHS
SG20-1 48" 24" 8 64.00
25'
RO
AD
WA
Y
NOTES:THIS LAYOUT TO BE USED AT THEINTERSECTIONS OF LECOUNT HOLLOWROAD AND OLD KINGS HIGHWAY. SEEPLANS FOR SIGNAGE AT OTHERINTERSECTIONS
W3-1
R5-3
D11-1D1-1cM6-4
W11-15W16-9p
D11-1D1-1cM6-4
R1-1D3-1
R5-3
W3-1R1-1D3-1
CW
W11-15W16-9p
PROP 10' HMA TRAIL
60'
4' 5' 4'
3'
75'
25'
8'32
'8'
50'
SL
SL
TYPICAL INTERSECTION SIGNS AND MARKINGSNOT TO SCALE
PROPOSED DETECTABLEWARNING PANEL (TYP)
SID
EWAL
K (W
HER
E PR
ESEN
T)
SID
EWAL
K (W
HER
E PR
ESEN
T)
NOTES:
1. WHEELCHAIR RAMPS AND DRIVEWAYS SHALL BECONSTRUCTED IN ACCORDANCE WITH MASSDOTCONSTRUCTION STANDARD DRAWINGS NUMBERED107.2.0, 107.2.1, 107.6.0, 107.6.4, 107.6.5, 107.7.0 AND107.9.0 AND ADA/ MA AAB REQUIREMENTS.
2. DETECTABLE WARNING PANELS ARE REQUIRED ONALL PROPOSED WHEELCHAIR RAMPS AND ARE TO BEINSTALLED IN ACCORDANCE WITH CONSTRUCTIONSTANDARD 107.6.5. DETECTIBLE WARNING PANELSSHALL BE PLACED PERPENDICULAR TO THE PATH OFTRAVEL AND NOT THE CURB LINE.
* TOLERANCE FOR CONSTRUCTION ±0.5% (TYP.)
D3 - STREET SIGN INSTALLWITH STREET HOLDINGCAP (AS REQUIRED)
SIGN AND COPY VARIES
P-5 POST
SHLDBIKEWAY
3'-0" MIN
7'-0"(MIN)
4'-0"
NOTES:
1. SEE MASSDOT STANDARD DRAWING TR.1.3FOR P-5 POST INSTALLATION.
2. SIGN OFFSET AND MOUNTING HEIGHT SHOWN FOR SIGNS INSTALLED ALONG BIKEWAY REFER TO MASSDOT STANDARD DRAWINGS FOR ROADSIDE SIGN INSTALLATIONS.
TYPICAL SIGN LOCATIONNOT TO SCALE
4'-0"
EDGE OFROADWAYPAVEMENT
12'-0
"
5'-0"HMA
5'-0"HMA
PROP CEMENT CONCRETE WHEELCHAIR RAMP (TYP)
PROP DETECTABLE WARNING PANEL(SEE MASSDOT STD DETAIL E107.6.5)MOUNTED IN CEMENT CONCRETE (TYP)
PROP 10'-0"HMA TRAIL
NOT TO SCALE
NOTES:1. ALL DETECTABLE WARNING PANELS (PROJECT WIDE)
SHALL BE MOUNTED IN CEMENT CONCRETE.2. DETECTABLE WARNING PANELS SHALL CONFORM TO
MASSDOT STANDARD DETAIL E107.6.5.
A A
SECTION A-A
PLAN
6" CEMENTCONCRETE
TRAIL PAVEMENT,SEE PAVEMENTNOTES SHEET 5
8" GRAVELBORROW,TYPE b
EXISTINGROAD
4'-0"
2'-0" IMPRINT SYSTEM - MEDIAN
1.5%*
B
B
PROP IMPRINT SYSTEM -PAVEMENT WITH REDCOLORED BRICK PATTERN
DETECTABLE WARNING PANEL AT TRAIL INTERSECTION
12'-0
"
EDGE OFROADWAYPAVEMENT
5'-0"HMA
5'-0"HMA
PROP 10'-0"HMA TRAIL
IMPRINT SYSTEM - MEDIANNOT TO SCALE
A
SECTION A-A
PLAN
2'-0" IMPRINTSYSTEM - MEDIAN
A
5' HMATRAIL
2' IMPRINT SYSTEM - MEDIANTEXTURED PAVEMENT
5' HMATRAIL
PATH OFTRAVEL
PATH OFTRAVEL
PROP IMPRINT SYSTEM -PAVEMENT WITH REDCOLORED BRICK PATTERN
PROP FULL DEPTH TRAILPAVEMENT (SEE SHEET 5)
PROP RECTANGULAR RAPIDFLASHING BEACON (RRFB) WITH W11-15 (2),W16-7pL, &W16-7pR SIGNS (TYP)
PART 1
ROADWAY
7' (MIN)
RECTANGULAR RAPID FLASHING BEACONNOT TO SCALE
NOTES:
1. THE BEACONS SHALL PROVIDE FLASHING OPERATION UPON PEDESTRIAN ACTUATION.2. CONTROLLER SHALL BE POLE MOUNTED AND WIRELESS COMMUNICATION BETWEEN EACH
FLASHING BEACON.3. POWER SOURCE SHALL BE SOLAR POWER WITH BATTERY BACKUP4. UPON ACTUATION, THE FLASHER SHALL FLASH FOR A DURATION OF 15 SECONDS.5. THE CONTRACTOR SHALL DESIGN FOUNDATION
TRANSFORMER BASE
R10-25 (9" X 12")
APS PUSH BUTTON ASSEMBLY
NEMA 4 CABINET ASSEMBLY
SOLAR POWER
W16-7p (24" X 12" - RIGHT AND LEFT)(POINTING TOWARDS CROSSWALK)(1 SIGN FACING NORTH)(1 SIGN FACING SOUTH)
PEDESTAL POLE
CONTRACTOR SHALL USE 5'0" MINDEPTH FOUNDATION SIMILAR TOMHD STANDARD SD3.010(PRE-CAST OR CAST IN PLACE).
RECTANGULAR RAPIDFLASHING BEACON
W11-15 (30" X 30")(1 SIGN FACING NORTH/EAST)(1 SIGN FACING SOUTH/WEST)
ACCESSIBILITY PARKING SPACE MARKING -24"x28" WHITE SYMBOL (3" STROKE WIDTH) ON36"x36" BLUE MARKING (BACKGROUND) WITH 3" WHITE BORDER(SEE FHWA STANDARD HIGHWAY SIGNS TEMPLATE)
ACCESSIBILITY PARKING SPACE MARKINGNOT TO SCALE
PROP DETECTABLE WARNING PANEL(SEE MASSDOT STD DETAIL E107.6.5)MOUNTED IN CEMENT CONCRETE (TYP)
SYLSYL BYL
PROP IMPRINTSYSTEM - MEDIAN
PROP 10'HMA TRAIL
INTERSECTION APPROACH PAVEMENT MARKING DETAILNTS
5' SL
5'
2'
SYL
12'
EDGE OF ROADWAY PAVEMENTOR BACK OF SIDEWALK
PROP CEMENT CONCRETE WHEELCHAIR RAMP (TYP)
25' 20' 10' 9' 9'3' 3' 3'5' 4' 5' 4' 5'
4'
LIM
IT O
FR
AIL
TRAI
LPA
VEM
ENT
MAR
KIN
GS
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TOTALSHEETS
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CONSTRUCTION DETAILSPART 1 OF 6
WOOD RAIL FENCENOT TO SCALE
DOCUMENTS.
3'-6
"
TYP.
3'-0
" MIN
.
1'-6
"
SECTION B-B
1'-6
"6"
NOTE:ELEVATION
1'-0
"
B
8'-0" O.C.
B
1'-0
"
MOUNT LOWER RAIL IN SIMILAR FASHION.2. MOUNTING FOR UPPER RAIL IS SHOWN ON SECTION B-B.
PROVISIONS INCLUDED IN THE CONTRACT THE STANDARD SPECIFICATIONS & SPECIAL1. ALL FENCING MATERIAL SHALL CONFORM TO
BACKFILL AROUND POSTSWITH ORDINARY BORROW,AS REQUIRED
HEAD OF BOLT & WASHER TOBE RECESSED
3/8" DIA. CARRIAGE BOLTGALV. TYP.
1/2" BEVEL TOP & BOTTOM@ 45° (TYP.)
7/8" DIA. DOWEL (FLUSH) TYP.
NUT & WASHER GALV. TYP.
4"x6" RAIL TYP.
6"x6" POST, 8'-0" O.C. TYP.
3'-6
"1'
-6"
8" 8"
8'-3
"
4"
PROP HMA TRAIL
WOOD RAIL FENCE WITH WOOD GUARDRAIL DETAIL
NUT & WASHER GALV. -RECESSED (TYP)
NOT TO SCALE
PARKING LOT/DRIVEWAY
BACKFILL AROUND POSTSWITH COMPACTED GRAVEL
8x6x8' - 3" ROUGH SAWNTIMBER POST, 8'-0" O.C. (TYP)
4x6 RAIL (TYP)
HEAD OF BOLT & WASHER TOBE RECESSED (TYP)
12" BEVEL TOP & BOTTOM @ 45° (TYP)
38" DIA. CARRIAGE BOLT GALV. (TYP)
PROP HMA TRAIL
DOCUMENTS.
NOTES:
2. MOUNT LOWER RAIL SIMILAR AS UPPER RAIL.
PROVISIONS INCLUDED IN THE CONTRACTTHE STANDARD SPECIFICATIONS & SPECIAL
8"x10"x7'-11 12" ROUGHSAWN TIMBER RAIL
1. ALL FENCING MATERIAL SHALL CONFORM TO
1'-5
"
3 3 4"
2 12"
3 3 4"
30"
10'-0" ON CENTER
612"
16"
16"84"
NOTE:
TO THE STANDARD SPECIFICATIONS1. ALL FENCING MATERIAL SHALL CONFORM
CEDAR RAIL FENCENOT TO SCALE
WHITE CEDARSAWN RAIL
SAWN PRESSURETREATED POST
2'-3
"
8" 8"
7'-0
"
PROP HMA TRAIL
WOOD GUARDRAIL DETAILNOT TO SCALE
PARKING LOT ORDRIVEWAY
BACKFILL AROUND POSTSWITH COMPACTED GRAVEL
8x6x7' - 0" ROUGH SAWNTIMBER POST, 8'-0" O.C. (TYP)
HEAD OF BOLT & WASHERTO BE RECESSED (TYP)
12" BEVEL TOP & BOTTOM @ 45° (TYP)
38" DIA. CARRIAGE BOLT GALV. (TYP)
8"x10"x7'-11 12" ROUGHSAWN TIMBER RAIL
1'-5
"
3 3 4"
2 12"
3 3 4"
10' WIDEPAVEDPATH
2'-0" OFFSET
2'-0" OFFSET 4'-0" OFFSET
4'-0" OFFSET
16'-0"
16'-0"
PROPOSED WOODRAIL FENCE (TYP)
NOT TO SCALE
8'-0"(TYP)
WOOD RAIL FENCE FLARED-END TREATMENT
15" DIAFOOTING
24"
2"
36"
PAINT NOTES:1. PRIMER COAT-BASIC ZINC SILICO CHROMATE PAINT2. FINAL COAT-BRIGHT YELLOW ENAMEL FOR VISIBILITY
NOT TO SCALE
2"
3. FURNISH WITH REFLECTORIZED TAPE TO ENHANCE VISIBILITY
REMOVABLE STEEL BOLLARD
REFLECTORIZED TAPE
6" DIA EXTRA STRONG STEEL PIPE,ASTM A 53 GRADE B
1-1/2" (TYP EA SIDE)
7/8" DIA HOLES IN BOLLARD (TYP)
2" (TYPEA SIDE)
CONCRETE FOOTING(4000 PSI - 3/4" - 610 CEMENT CONCRETE)
5" DIA EXTRA STRONG STEEL PIPE, ASTM A53 GRADE B
3/4" SOLID STEELGALVANIZEDROD WITH (2) 1/2"DIA HOLESDUAL PADLOCKS
HEAVY DUTY PADLOCK
8" (MIN)TO TOPOF LOCK
NOTE:
1. WORK SHALL BE PAID FORUNDER ITEM 707.81 -REMOVABLE STEELBOLLARD.
PROP FINISH GRADE
16"
PART 2STANTEC PROJ. NO. SHEET
NO.TOTAL
SHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
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CONSTRUCTION DETAILSPART 2 OF 6
1:1 MAX
PROP 12" MODIFIED ROCK FILL
PROP 6" GRAVEL BORROW TYPE b
PROP GRADE
PROP GEOTEXTILEFABRIC FORSEPARATION
EXISTING GROUND
PROP TRAIL
MODIFIED ROCK FILL DETAILNOT TO SCALE
NOTE: WHERE SLOPES EXCEED 2:1, MODIFIED ROCKFILL IS PROPOSED. SEE CONSTRUCTION PLANSFOR LIMITS OF MODIFIED ROCKFILL.
MEET EXISTING
INSTALL WOOD STAKE THROUGH NETTINGOF COIR LOG, WOOD STAKES SHALL BEPLACED ON EACH SIDE OF THE COIR LOG,SPACED 5-FEET ON CENTER, AND SHALL BEDRIVEN A MINIMUM DEPTH OF 3-FEET (TYP)
COIR FIBER LOG BANK STABILIZATION.COIR LOGS SHALL BE 12" DIAMETER ANDENDS OF COIR LOGS SHALL BE LACEDTOGETHER WITH COCONUT FIBER ROPE (TYP)
EROSION CONTROL BLANKET (ECB) SECURED INPLACE WITH WIRE STAPLES (PLACED IN ASTAGGERED ROW, SPACED 3-FEET APART MAX)WRAP ECB UNDER BOTTOM OF COIR LOGS (TYP)
NOTE:SEE LANDSCAPE PLANS FOR ADDITIONALINFORMATION WITH REGARD TO LAYOUT.
NOT TO SCALE
COIR FIBER LOG BANK STABILIZATION ANDEROSION CONTROL BLANKET DETAILS
EXISTING TOE OF SLOPE
FINISH GRADE
LC
INTERPRETIVE PANEL
SECTION VIEW
PLAN VIEW
NOT TO SCALE
INTERPRETIVE KIOSK-GRANITE BASE
PANEL
COMPACTED 3/4"DIA. CRUSHEDSTONE ALL AROUND
GRANITE BASE FORINTERPRETIVE PANEL
COMPACTED SUBGRADE
FINISHEDGRADE
SPLIT FACE,ALL SIDES
INTERPRETIVEPANEL
INTERPRETIVE PANEL
R=1/2" (RIGHT AND LEFT SIDE)
2'-0"
EQ
EQ
1/4"
2'-1
"
6"4'
-0"
4'-0
"
7'-8
"
2'-0"
3'-0"
2'-0
"
1"
1'-7"1"
1.5"
5/8"
HONED EDGE ATPERIMETER2"
1-1/2"(MAX.)
DIVERGENCE
GENERAL NOTES1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND
WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLCREPRESENTATIVE. www.ContechES.com
3. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALLDESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TOCONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
4. STORMCEPTOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMINGEARTH COVER OF 0' - 2' [610], AND GROUNDWATER ELEVATION AT, OR BELOW, THEOUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUALGROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITHTHE CONTECH LOGO.
5. STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTMC478 AND AASHTO LOAD FACTOR DESIGN METHOD.
6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm].
INSTALLATION NOTESA. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE
SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OFRECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACHCAPACITY TO LIFT AND SET THE STORMCEPTOR MANHOLE STRUCTURE.
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS ANDASSEMBLE STRUCTURE.
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCHPIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPEOPENING CENTERLINES.
E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTSBELOW PIPE INVERTS ARE GROUTED.
(1'-0
1 2" [3
20] M
IN.)
SOLIDS STORAGE SUMP
CONTRACTOR TO GROUTTO FINISHED GRADE
GRADE RINGS/RISERS(NOT PROVIDED BY CONTECH)
FLOW31
4" [8
2]
312"
[87]
A
A
WEI
R
6'-0" [1829] I.D.MANHOLE STRUCTURE
TOP SLAB ACCESS TO BEORIENTED OVER OIL INSPECTIONPIPE AND OUTLET RISER(SEE FRAME AND COVER DETAIL)
6" [152]ØORIFICE PLATE
INLET PIPE OUTLET PIPE
PERMANENT POOLELEVATION
STORMCEPTOR INSERT
12" [305]Ø DROP TEE24" [610]ØOUTLET RISER
FLOW
SAFETY GRATE
+/-90°
SAFETY GRATE OVEROUTLET RISER
2:1
2:1
VAR
IES
6" [152]Ø OIL INSPECTION PIPE(TOP 1" [25] MIN. FROM INSIDE OF TOP SLAB)
PART 3
WATER QUALITY STRUCTURENOT TO SCALE
SECTION A-A
PLAN VIEWTOP SLAB NOT SHOWN
INSTALL WOOD STAKE THROUGH NETTINGOF COIR LOG, WOOD STAKES SHALL BEPLACED ON EACH SIDE OF THE COIR LOG,SPACED 5-FEET ON CENTER, AND SHALL BEDRIVEN A MINIMUM DEPTH OF 3-FEET (TYP)
COIR FIBER LOG BANK STABILIZATION.COIR LOGS SHALL BE 12" DIAMETER ANDENDS OF COIR LOGS SHALL BE LACEDTOGETHER WITH COCONUT FIBER ROPE (TYP)
EROSION CONTROL BLANKET (ECB) SECURED INPLACE WITH WIRE STAPLES (PLACED IN ASTAGGERED ROW, SPACED 3-FEET APART MAX)WRAP ECB UNDER BOTTOM OF COIR LOGS (TYP)
NOTES:
1. LOAM IS TO BE PLACED IN TWO (2) 3" LIFTS.THE BOTTOM 3" OF LOAM IS TO BE BLENDEDINTO THE EXISTING SANDY SOILS TOPROMOTE DEEP ROOT GROWTH FROM THELOAM ABOVE TO THE SANDY SOIL BELOW.AFTER THE SECOND 3" LIFT OF LOAM HASBEEN PLACED, THE SOIL IS TO BE COMPACTEDIN PLACE USING AN EXCAVATOR BUCKET, OROTHER METHOD APPROVED BY THEENGINEER.
2. SEEDING TO BE INSTALLED PRIOR TOPLACEMENT OF EROSION CONTROL BLANKET.
3. PLUGS ARE TO BE INSTALLED THROUGHEROSION CONTROL BLANKET USING A DIBBLEBAR.
NOT TO SCALE
SLOPE RECONSTRUCTION ANDSTABILIZATION DETAIL
EXISTING TOE OF SLOPE
FINISH GRADE
VARIES
3" LOAM (TYP)
3" LOAM BLENDEDINTO TOP 6" OFEXISTING SANDYSOIL (TYP)
VARIES
PROPOSED PLUG,24" O.C. (TYP)
EXISTING SANDYSOIL TO REMAIN
STANTEC PROJ. NO. SHEETNO.
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CONSTRUCTION DETAILSPART 3 OF 6
NOT TO SCALE
PARK BENCH DETAIL
CONT. WELD
CAP EXPOSEDENDS
2"x4" (NOM.)SLATS
516" x 4" STEEL
BOLT W/ RUBBERWASHER & NUT
2 3 8" O.D.SCH 40
STEEL PIPE
30"
9 1/2" 52" 9 1/2"
71"
17"
7 7/8"
CL
19 5/16"
CEM. CONC.FOOTING
22 11/16"
6"
18"
BENCH NOTES:1. STEEL PIPING SHALL BE PAINTED BLACK FINISH2. SLATS SHALL BE PAINTED DOUGLAS FIR 2x4
SLATS, FINISHED WITH OIL BASED ENAMEL PAINT,COLOR "HUNTER GREEN"
3. ALL HARDWARE SHALL BE STAINLESS STEELUNLESS OTHERWISE NOTED.
30"
2 3 8" O.D. SCH 40STEEL PIPE
12" Ø
3"
NOTES:1. SIGNS SHALL BE INSTALLED AS SHOWN TO "STAGGER"
THE DIRECTIONAL ARROWS STARTING WITH THEFURTHEST DISTANCE AT THE TOP.
2. SEE SPECIAL PROVISIONS FOR POST AND HARDWARESPECIFICATIONS.
3. FOR LETTERING AND SPACING SPECIFICS SEE MASSTRAILS BIKE WAYFINDING DESIGN GUIDE, SPECIFICALLYSECTION 6.7.3
STEEL SIGN POST
MARCONI ROADNAUSET ROAD
WELLFLEET HOLLOW,NO TRAILHEAD
PROPOSED TRAIL
DESTINATION SIGN DETAILSNOT TO SCALE
PARKING LOT LECOUNT
VARIES
2 3 8" O.D. STEELPOST
6" COMPACTEDGRAVEL 3'
5' (MIN)
1"
30"
8"Hadley Depot 1.6Mountain Farms 3.6
DowntownNorthampton
NOTE:FOR SIGN PANEL PLACEMENTAND ORIENTATION SEE PLANVIEWS
PLAN VIEW - B
NOT TO SCALE
STA 301+46
PLAN VIEW - A
NOT TO SCALE
STA 79+26
Rangeview 3.9
24"6"
Swift Way 5.4
1.5
PROPOSED TRAIL
PROPOSED TRAIL
WEL
LFLE
ET H
OLL
OW
CAM
PGR
OU
ND
STEEL SIGN POST
LECOUNT TRAILHEAD
WELLFLEET HOLLOW,CAMPERS ONLY (2)
180°
DESTINATION SIGN TEXTNOT TO SCALE
SEE PLAN VIEW - B
SEE PLAN VIEW - B
SEE PLAN VIEW - A
SEE PLAN VIEW - ALecount Trailhead 0.7
Wellfleet Hollow Campground,Campers Only
Marconi Road 0.8Nauset Road 3.5
Wellfleet HollowTrail Ends, No Trailhead 0.7
SEE PLAN VIEW - AWellfleet Hollow Campground,Campers Only
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
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CONSTRUCTION DETAILSPART 4 OF 6
12" COMPOST FILTER TUBE DETAILSNOT TO SCALE
DIRECTION OF FLOW
COMPOST FILTER TUBEMINIMUM 12 INCHES (300mm) IN DIAMETER WITH ANEFFECTIVE HEIGHT OF 9.5 INCHES (240mm).
TUBES FOR COMPOST FILTERS SHALL BE MADE OFAPPROVED NATURAL BIODEGRADABLE MATERIAL.
TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITHSOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBESINTO EXISTING GRADE.
UNDISTURBED SOIL & VEGETATION.TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF SOILDISTURBANCE AS POSSIBLE.
DIRECTION OF FLOW
DIRECTION OF FLOW
LIMIT OF WORK
COMPOST TUBES SHALL BE STAKED OR LEANED AGAINSTSUPPORTS (TREES, CINDER BLOCKS) ON SLOPES 2:1 ORGREATER.
WHERE NECESSARY, STAKING SHALL BE MIN. 1 INCH X 1 INCHX 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. (1.5m)APART OR AS REQUIRED TO SECURE TUBES IN PLACE. TUBESSHALL BE STAKED ACCORDING TO MANUFACTURER'SSPECIFICATIONS.
AREA
OF
DIS
TUR
BAN
CE
PRO
TEC
TED
AR
EA GENERAL NOTES:1. PROVIDE A MINIMUM TUBE DIAMETER OF
12 INCHES (300mm) FOR SLOPES UP TO 50FEET (15.24m) IN LENGTH WITH A SLOPERATIO OF 3H:1V OR STEEPER. LONGERSLOPES OF 3H:1V MAY REQUIRE LARGERTUBE DIAMETER OR ADDITIONALCOURSING OF FILTER TUBES TO CREATEA FILTER BERM. REFER TOMANUFACTURER'S RECOMMENDATIONSFOR SITUATIONS WITH LONGER ORSTEEPER SLOPES.
2. INSTALL TUBES ALONG CONTOURS ANDPERPENDICULAR TO SHEET ORCONCENTRATED FLOW.
3. TUBE LOCATION MAY BE SHIFTED TOADJUST TO LANDSCAPE FEATURES, BUTSHALL PROTECT UNDISTURBED AREAAND VEGETATION TO MAXIMUM EXTENTPOSSIBLE.
4. DO NOT INSTALL IN PERENNIAL,EPHEMERAL OR INTERMITTENT STREAMS.
5. ADDITIONAL TUBES SHALL BE USED ATTHE DIRECTION OF THE ENGINEER.
6. ADDITIONAL STAKING SHALL BE USED ATTHE DIRECTION OF THE ENGINEER.
PLAN VIEW
CURVE ENDS UPHILLTO PREVENTDIVERSION OFUNFILTEREDRUN-OFF.
TUBES CAN BEPLACED DIRECTLYON EXISTINGPAVEMENT WHENNECESSARY.
TUBES MAY BEPLACED ON THEUPHILL SIDE OFWELL- ANCHORED,STATIONARYFEATURES SUCH ASEXISTING TREES INLIEU OF STAKING.
EXISTINGTREE
EXISTING HEADWALL OROTHER OBSTACLE
STREAM
3.0 FT. (914 mm) MIN.
TUBES MAY BESLEEVED (ONEINSERTED INTOANOTHER) OR PROVIDEA 3 FT. (914mm)MINIMUM OVERLAP ATENDS OF TUBES TOJOIN IN A CONTINUOUSBARRIER.
UNTREATED HARDWOODSTAKES (TYP.)
NO STORAGE OF EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN DRIPLINE
EXISTINGTREE
EXISTINGTREE
PLAN VIEW
PRUNE PER ISA STANDARDSREMOVE DEAD & DAMAGED BRANCHESTIE BRANCHES UP TO AVOID DAMAGEFROM CONSTRUCTION EQUIPMENT
WOODEN OR METAL POSTS (TYP)
INSTALL FENCING AT EDGE OF DRIPLINEOR AS FAR FROM TRUNK AS POSSIBLEMIN DISTANCE IS 6' FROM TRUNKMAY BE PLASTIC SNOW FENCE ORCHAIN LINK, MIN 4' HIGH
ZONE OF CONSTRUCTIONIMPACT (CUT/FILL)
PRUNE DAMAGED OREXPOSED ROOTS DAMAGEDWITH A SHARP SAW
EXISTING TREE(S)
2X4 DIM LUMBER ATTACHEDW/ METAL STRAPPING (OPT)AT 2 LOCATIONS (MIN)CLADDING SHALL BE 8' HIGHWITH 6" SPACING OFBOARDS WRAP BARK W/BURLAP PRIOR TOARMORING
EXISTING GRADE
LIMIT OF FENCING(MULTIPLE TREES)
LIMIT OF FENCING(INDIVIDUAL TREE)
LIMIT OF FENCING(MULTIPLE TREES)
LIMIT OF CANOPY(VARIES)
AREA OF UNDISTURBEDROOT ZONE
LIMIT OF FENCE(INDIVIDUAL TREE)
LIMIT OF CONSTRUCTIONIMPACT (REFER TO PLANS)
CEMENT CONCRETE SIDEWALK - 6"NOT TO SCALE
WOODEN OR METAL POSTS(MAX 8' SPACING)
LIM
IT O
F D
RIP
LIN
E(V
ARIE
S)
24"
SILT SACK FOR SEDIMENT CONTROLNOT TO SCALE
GEOTEXTILE SKIRT RETRIEVAL STRAP
48" 36"
GEOTEXTILE FABRIC
CATCH BASINGRATEOVERFLOW
GENERAL NOTES:1. CONTRACTOR MUST FLAG THE LIMITS OF
CLEARING AND GRADING FOR REVIEWAND APPROVAL PRIOR TOCONSTRUCTION.
2. EXISTING VEGETATION TO REMAIN SHALLBE PROTECTED BY THE CONTRACTORUNLESS NOTED OTHERWISE.
3. CONTRACTOR SHALL NOT STORE ORSTOCKPILE EQUIPMENT OR MATERIALSUNDER TREES TO REMAIN.
PART 5
PULL-OFF AREA DETAILNOT TO SCALE
NOTES:
1. SEE SHEET 45 FOR BENCH DETAIL.2. SURFACE SHALL BE CONSTRUCTED
USING POLYMER ENHANCEDAGGREGATE.
R=12 FTR=3 FT
R=60 FT10 FT
15 FT 25 FT
PROPOSED TRAIL
PROP GRANITE BENCH
6"8"
2" M
IN.
GRAVELBORROW, TYPE b
6 x 6 x W2.9 x W2.9 WWF
CEMENT CONCRETE
COMPACTED ORDINARYBORROW OR UNDISTURBEDSUBGRADE
PROPOSED FINISHGRADE
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CONSTRUCTION DETAILSPART 5 OF 6
PART 6
SEE CONSTRUCTION PLANSFOR WIDTH OF GATE
GATE LEAF IN CLOSED POSITION
12L
CROSS BRACE
12"Ø HOLE
WELDED
12" PLATE
4" PIPE
1" BOLT
CONCRETE
5" TERMINAL POST
6" SLEEVE POST
DIAGONAL BRACE OF3
8" PLATE
TERMINAL POSTOF 6" PIPE
CONC. FILLEDTOTAL LENGTHOF PIPE
TOP PLATE OF 3 8" PLATE(BOTTOM PLATE SAME DIMENSIONS)
4"
512"
HOLE FOR LOCKPIN
CONC. FILLEDTOTAL LENGTHOF PIPE
LOCK POSTOF 6" PIPE
CL
CL
1 2"
21 2"
CAP OF 12" PLATEWELDED TO SLEEVE
4'-0
"
6"4"
APPROX. CL OFCROSSBAR
4"
6"
CAN OF 6" PIPEWELDED TOBOTTOM PLATE
6" O.D. TERMINALPOST FILLED WITHCONCRETE
2'-0"
LOCKPOST
REMOVABLE CAPOF 12" PLATE
4" O.D. CROSSBARWELDED TO SLEEVE
4" O.D. CROSS BRACEWELDED TO SLEEVE
SLEEVE POST 6" PIPE3'-6" LENGTH
5" O.D. TERMINAL POSTFILLED WITH CONCRETE
316" X 1" GALV.
STEEL RING
316" X 1" GALV.
STEEL RING
316" AUTOMOT. TYPE
GREASE FITTING ABOVEEACH BEARING RING
COLLAR OF 12"THICK 7" O.D. WELDEDTO TERMINAL POSTGREASEDTHOROUGHLY
1" WEEPHOLE O.C.BOTH SIDES
3'-1
"
4"
REFLECTIVEBAND
GATE LEAF INOPEN POSITION
LOCK POST
2'-9
"
12L
CROSS BAR
ELEVATION
PLAN
1/4"
14" X 13
8" O.D. RINGWELDED BOLT
7/8" DIA. GALV.BOLT WITHOUTTHREADS
TOP PLATE
BOTTOM PLATE
116" CHAMFER
BEVEL
12" HOLE
PLAN
℄ OF RODCOINCIDESWITH ENDOF SHAFT
℄ OF 12"Ø HOLECHAMFER AROUNDEDGES-BOTH SIDES
18"Ø ROD SET INTO
BASE OF SHAFTS,WELDED
APROX. LOCATIONOF PADLOCK
CL 1 2" 11 4"
BOTTOMPLATE
3L6
2L6
4L6
3L6
LOCK PIN ANDPLATE ASSEMBLY
5L6
7L6
8L6
4'-0
"
6"4"
2'-0"
TERMINAL POSTOF 6" PIPE
CONC. FILLEDTOTAL LENGTHOF PIPE
TOP PLATE OF 3 8" PLATE(BOTTOM PLATE SAME DIMENSIONS)
512"
HOLE FOR LOCKPIN
CL
6L6
NOTE:CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THEOWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TOVEHICULAR CONTROL GATE FABRICATION.
9'-0"
CONCRETE FOOTING
38" PLATE
18" ROD (SET AFTER FABRICATION)
BOTTOM PLATE (ABOVE)
6" PIPE "CAN" WELDED TO BOTTOM PLATE
HOLE IN BOTTOM PLATE FOR LOCK PIN
38" PLATE
4"
VEHICULAR CONTROL GATENOT TO SCALE
LOCK PIN AND PLATE DETAILNOT TO SCALE
BOTTOM PLATE - SECTIONNOT TO SCALE
REMOVABLE CAP DETAILNOT TO SCALE
TERMINAL POSTNOT TO SCALE
LOCK POSTNOT TO SCALE
TOP PLATE - SECTIONNOT TO SCALE
CAN AT LOCK POST - SECTIONNOT TO SCALE
STANTEC PROJ. NO. SHEETNO.
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CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
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##
CONSTRUCTION DETAILS PART 6 OF 6
77+00
40
44
48
52
56
60
40
44
48
52
56
60
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
77+50
48
52
56
60
48
52
56
60
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
78+00
48
52
56
60
64
68
48
52
56
60
64
68
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
53.6
54.0
54.3
853
.753
.98
CUT=0.00 SF
FILL=0.00 SF
CUT=11.23 SF
FILL=0.00 SF
CUT=12.08 SF
FILL=0.00 SF
53.6
54.0
53.7
1.5%1.5% 12.0:112.0:16.0:1 6.0:1
1.5%1.5% 12.0:112.0:16.0:1 2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
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STATE
MA 179410685
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48
CROSS SECTIONSPART 1 OF 40
78+50
48
52
56
60
64
68
48
52
56
60
64
68
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
79+00
44
48
52
56
60
64
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
52.9
53.5
852
.353
.04
CUT=6.59 SF
FILL=0.00 SF
CUT=5.98 SF
FILL=0.00 SF
52.9
52.3
1.5%1.5% 12.0:112.0:12.0:12.0:1
1.5%1.5% 12.0:112.0:16.0:1 2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
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ET_C
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FINAL SUBMISSION
49
CROSS SECTIONSPART 2 OF 40
79+50
44
48
52
56
60
64
68
72
44
48
52
56
60
64
68
72
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
80+00
44
48
52
56
60
64
68
44
48
52
56
60
64
68
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
51.8
52.4
951
.451
.94
CUT=7.64 SF
FILL=0.00 SF
CUT=10.38 SF
FILL=0.00 SF
51.8
51.4
1.5%1.5% 12.0:112.0:14.0:1 2.0:1
1.5%1.5% 12.0:112.0:12.0:1 2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
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FINAL SUBMISSION
50
CROSS SECTIONSPART 3 OF 40
80+50
44
48
52
56
60
64
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
81+00
44
48
52
56
60
64
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
51.0
51.3
950
.350
.84
CUT=12.87 SF
FILL=0.00 SF
CUT=11.34 SF
FILL=0.00 SF
51.0
50.3
1.5%1.5% 12.0:112.0:12.0:1 4.0:1
1.5%1.5% 12.0:112.0:12.0:1 4.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
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ET_C
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FINAL SUBMISSION
51
CROSS SECTIONSPART 4 OF 40
81+50
44
48
52
56
60
64
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
82+00
44
48
52
56
60
64
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
49.4
50.2
949
.649
.74
CUT=7.49 SF
FILL=0.00 SF
CUT=18.70 SF
FILL=0.00 SF
49.4
49.6
1.5%1.5% 12.0:112.0:14.0:1 2.0:1
1.5%1.5% 12.0:112.0:14.0:12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
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FINAL SUBMISSION
52
CROSS SECTIONSPART 5 OF 40
82+50
44
48
52
56
60
64
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
83+00
40
44
48
52
56
60
64
40
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
49.3
49.1
948
.048
.64
CUT=19.68 SF
FILL=0.00 SF
CUT=14.93 SF
FILL=0.00 SF
49.3
48.0
1.5%1.5% 12.0:112.0:16.0:12.0:1
1.5%1.5% 12.0:112.0:14.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
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ET_C
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FINAL SUBMISSION
53
CROSS SECTIONSPART 6 OF 40
83+50
36
40
44
48
52
56
60
64
36
40
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
47.8
48.0
9
CUT=13.45 SF
FILL=0.00 SF
47.8
1.5%1.5% 12.0:112.0:16.0:1 6.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
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ET_C
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54
CROSS SECTIONSPART 7 OF 40
84+00
24
28
32
36
40
44
48
52
56
60
64
24
28
32
36
40
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44-48-52-56-6044
.647
.54
CUT=2.06 SF
FILL=84.29 SF
44.6
1.5%1.5% 12.0:112.0:1
2.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
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55
CROSS SECTIONSPART 8 OF 40
84+50
28
32
36
40
44
48
52
56
60
28
32
36
40
44
48
52
56
60
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
85+00
40
44
48
52
56
60
64
40
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
46.1
47.2
346
.146
.98
CUT=2.07 SF
FILL=1.76 SF
CUT=2.99 SF
FILL=0.00 SF
46.1
46.1
1.5%1.5% 12.0:112.0:12.0:1
2.0:1
1.5%1.5% 12.0:112.0:12.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
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23 J
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FINAL SUBMISSION
56
CROSS SECTIONSPART 9 OF 40
85+50
36
40
44
48
52
56
60
64
36
40
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
86+00
36
40
44
48
52
56
60
36
40
44
48
52
56
60
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
46.4
46.7
346
.446
.34
CUT=10.26 SF
FILL=0.00 SF
CUT=20.07 SF
FILL=0.00 SF
46.4
46.4
1.5%1.5% 12.0:112.0:12.0:1 2.0:1
1.5%1.5% 12.0:112.0:14.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
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ET_C
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FINAL SUBMISSION
57
CROSS SECTIONSPART 10 OF 40
86+50
36
40
44
48
52
56
60
64
36
40
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
87+00
36
40
44
48
52
56
60
64
36
40
44
48
52
56
60
64
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
44.7
45.2
743
.843
.77
CUT=13.09 SF
FILL=0.00 SF
CUT=25.28 SF
FILL=0.00 SF
44.7
43.8
1.5%1.5% 12.0:112.0:12.0:1 4.0:1
1.5%1.5% 12.0:112.0:14.0:12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
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58
CROSS SECTIONSPART 11 OF 40
87+50
30
32
36
40
44
48
52
56
30
32
36
40
44
48
52
56
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
88+00
30
32
36
40
44
48
52
30
32
36
40
44
48
52
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
41.2
42.3
839
.641
.45
CUT=5.21 SF
FILL=16.61 SF
CUT=3.08 SF
FILL=13.47 SF
41.2
39.6
1.5%1.5% 12.0:112.0:1
2.0:1
6.0:1
1.5%1.5% 12.0:112.0:1
2.0:1
4.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
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59
CROSS SECTIONSPART 12 OF 40
88+50
26
28
32
36
40
44
48
26
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
89+00
26
28
32
36
40
44
48
26
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
40.1
41.0
240
.241
.09
CUT=9.69 SF
FILL=0.00 SF
CUT=6.95 SF
FILL=0.37 SF
40.1
40.2
1.5%1.5% 12.0:112.0:14.0:1 2.0:1
1.5%1.5% 12.0:112.0:1
2.0:12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
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LFLE
ET_C
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60
CROSS SECTIONSPART 13 OF 40
89+50
28
32
36
40
44
48
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
90+00
30
32
36
40
44
48
30
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
41.5
41.3
341
.241
.26
CUT=16.41 SF
FILL=2.62 SF
CUT=8.34 SF
FILL=4.60 SF
41.5
41.2
1.5%1.5% 12.0:112.0:16.0:1
2.0:1
1.5%1.5% 12.0:112.0:1
2.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
61
CROSS SECTIONSPART 14 OF 40
90+50
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
91+00
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
41.2
40.9
140
.440
.56
CUT=15.86 SF
FILL=1.06 SF
CUT=12.05 SF
FILL=0.00 SF
41.2
40.4
1.5% 12.0:11.5%12.0:1
2.0:1
2.0:1
1.5% 12.0:11.5%12.0:12.0:1 2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
62
CROSS SECTIONSPART 15 OF 40
91+50
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
92+00
28
32
36
40
44
48
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
40.3
40.2
139
.639
.86
CUT=23.01 SF
FILL=0.00 SF
CUT=17.09 SF
FILL=0.00 SF
40.3
39.6
1.5% 12.0:11.5%12.0:166.7:1 2.0:1
66.7:11.5% 12.0:11.5%12.0:14.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
63
CROSS SECTIONSPART 16 OF 40
92+50
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
93+00
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
40.5
39.5
140
.539
.16
CUT=36.97 SF
FILL=0.00 SF
CUT=39.38 SF
FILL=0.00 SF
40.5
40.5
1.5% 12.0:11.5%12.0:166.7:1 2.0:1
66.7:11.5% 12.0:11.5%12.0:166.7:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
64
CROSS SECTIONSPART 17 OF 40
93+50
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
94+00
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
40.1
38.8
339
.839
.03
CUT=41.37 SF
FILL=0.00 SF
CUT=35.96 SF
FILL=0.00 SF
40.1
39.8
66.7:11.5% 12.0:11.5%12.0:166.7:1
66.7:11.5% 12.0:11.5%12.0:166.7:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
65
CROSS SECTIONSPART 18 OF 40
94+50
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
95+00
28
32
36
40
44
48
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
39.7
39.6
040
.140
.06
CUT=15.73 SF
FILL=0.00 SF
CUT=14.65 SF
FILL=0.00 SF
39.7
40.1
1.5%1.5% 12.0:112.0:16.0:1 2.0:1
1.5%1.5% 12.0:112.0:16.0:1 6.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
66
CROSS SECTIONSPART 19 OF 40
95+50
28
32
36
40
44
48
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
96+00
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
96+50
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
40.1
40.1
539
.039
.96
38.9
39.7
7
CUT=9.93 SF
FILL=2.13 SF
CUT=3.98 SF
FILL=15.82 SF
CUT=3.68 SF
FILL=5.01 SF
40.1
39.0
38.9
1.5%1.5% 12.0:112.0:16.0:1
2.0:1
1.5%1.5% 12.0:112.0:14.0:1
2.0:1
1.5%1.5% 12.0:112.0:14.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
67
CROSS SECTIONSPART 20 OF 40
97+00
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
97+50
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
98+00
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
39.5
39.5
739
.039
.59
39.1
40.1
7
CUT=12.98 SF
FILL=0.00 SF
CUT=5.81 SF
FILL=0.31 SF
CUT=0.62 SF
FILL=4.16 SF
39.5
39.0
39.1
1.5%1.5% 12.0:112.0:16.0:1 6.0:1
1.5% 12.0:11.5%12.0:16.0:1 2.0:1
1.5% 12.0:11.5%12.0:12.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
68
CROSS SECTIONSPART 21 OF 40
98+50
24
28
32
36
40
44
48
24
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
99+00
32
36
40
44
48
32
36
40
44
48
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36
39.2
41.3
239
.242
.66
CUT=0.64 SF
FILL=20.66 SF
CUT=.25 SF
FILL=91.66 SF
39.2
39.2
2.0:1
12.0:1 12.0:18.0%
1.5% 1.5%3.1:1 12.0:1
1.5% 12.0:11.5%12.0:1
2.0:1 2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
69
CROSS SECTIONSPART 22 OF 40
99+50
32
36
40
44
48
52
56
32
36
40
44
48
52
56
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
100+00
32
36
40
44
48
52
32
36
40
44
48
52
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
39.8
43.5
040
.143
.50
CUT=0.89 SF
FILL=61.02 SF
CUT=0.36 SF
FILL=68.09 SF
39.8
40.1
12.0:112.0:11.5%12.0:12.0:1 12.0:1 1.5% 12.0:1 6.0:1
12.0:112.0:11.5%12.0:12.0:1 12.0:1 1.5% 12.0:1 6.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
70
CROSS SECTIONSPART 23 OF 40
100+50
32
36
40
44
48
52
56
32
36
40
44
48
52
56
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
101+00
32
36
40
44
48
52
56
32
36
40
44
48
52
56
0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36
39.8
43.3
539
.243
.20
CUT=0.88 SF
FILL=60.44 SF
CUT=0.62 SF
FILL=69.17 SF
39.8
39.2
12.0:112.0:11.5%12.0:12.0:1 12.0:1 1.5% 12.0:1 4.0:1
12.0:112.0:11.5%12.0:14.0:1 12.0:1 1.5% 12.0:1 6.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
71
CROSS SECTIONSPART 24 OF 40
101+50
32
36
40
44
48
52
32
36
40
44
48
52
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
102+00
32
36
40
44
48
52
32
36
40
44
48
52
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
38.7
43.0
538
.742
.90
CUT=1.27 SF
FILL=59.00 SF
CUT=0.95 SF
FILL=65.22 SF
38.7
38.7
12.0:112.0:11.5%12.0:14.0:1 12.0:1 1.5% 12.0:12.0:1
12.0:112.0:11.5%12.0:16.0:1 12.0:1 1.5% 12.0:1 6.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
72
CROSS SECTIONSPART 25 OF 40
102+50
32
36
40
44
48
52
56
32
36
40
44
48
52
56
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
103+00
32
36
40
44
48
52
56
32
36
40
44
48
52
56
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
38.5
42.7
538
.142
.22
CUT=1.12 SF
FILL=65.85 SF
CUT=3.37 SF
FILL=60.07 SF
38.5
38.1
12.0:112.0:11.5%12.0:16.0:1 12.0:1 1.5% 12.0:12.0:1
12.0:112.0:11.5%12.0:16.0:1 12.0:1 1.5% 12.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
73
CROSS SECTIONSPART 26 OF 40
103+50
32
36
40
44
48
52
32
36
40
44
48
52
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
104+00
32
36
40
44
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
104+50
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
37.4
40.7
736
.739
.35
36.0
38.5
3
CUT=7.61 SF
FILL=43.52 SF
CUT=0.75 SF
FILL=33.89 SF
CUT=0.56 SF
FILL=27.07 SF
37.4
36.7
36.0
12.0:112.0:11.5%12.0:16.0:1 12.0:1 1.5% 12.0:1
2.6:1
12.0:112.0:11.5%12.0:16.0:1
12.0:1 1.5% 12.0:13.9:1
12.0:112.0:11.5%12.0:1
2.0:112.0:1 1.5% 12.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
74
CROSS SECTIONSPART 27 OF 40
105+00
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
105+50
28
32
36
40
44
48
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
106+00
32
36
40
44
48
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
35.3
38.3
134
.938
.18
34.4
38.0
3
CUT=0.28 SF
FILL=48.53 SF
CUT=3.49 SF
FILL=35.85 SF
CUT=9.24 SF
FILL=42.83 SF
35.3
34.9
34.4
12.0:112.0:11.5%12.0:1
2.0:112.0:1 1.5% 12.0:1
2.0:1
12.0:112.0:11.5%12.0:12.0:1 12.0:1 1.5% 12.0:1 6.0:1
12.0:112.0:11.5%12.0:14.0:1 12.0:1 1.5% 12.0:12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
75
CROSS SECTIONSPART 28 OF 40
106+50
28
32
36
40
44
48
28
32
36
40
44
48
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
107+00
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
107+50
28
32
36
40
44
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
34.4
37.3
933
.436
.56
34.0
35.7
4
CUT=5.86 SF
FILL=36.88 SF
CUT=3.16 SF
FILL=37.61 SF
CUT=21.62 SF
FILL=26.85 SF
34.4
33.4
34.0
12.0:112.0:11.5%12.0:12.0:1 12.0:1 1.5% 12.0:1 2.0:1
12.0:112.0:11.5%12.0:12.0:1 12.0:1 1.5% 12.0:16.0:1
12.0:112.0:11.5%12.0:12.0:1
12.0:1 1.5% 12.0:12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
76
CROSS SECTIONSPART 29 OF 40
108+00
24
28
32
36
40
44
24
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
108+50
20
24
28
32
36
40
20
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
32.9
34.9
131
.934
.09
CUT=7.99 SF
FILL=30.19 SF
CUT=0.57 SF
FILL=41.87 SF
32.9
31.9
12.0:112.0:11.5%12.0:14.0:1 12.0:1 1.5% 12.0:1
4.0:1
12.0:112.0:11.5%12.0:16.0:1
12.0:1 1.5% 12.0:12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
77
CROSS SECTIONSPART 30 OF 40
109+00
20
24
28
32
36
40
20
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
109+50
20
24
28
32
36
40
44
20
24
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
31.5
33.2
632
.332
.44
CUT=0.69 SF
FILL=30.83 SF
CUT=35.92 SF
FILL=10.56 SF
31.5
32.3
12.0:112.0:11.5%12.0:16.0:1
12.0:1 1.5% 12.0:12.0:1
12.0:112.0:11.5%12.0:12.0:1 12.0:1 1.5% 12.0:1 6.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
78
CROSS SECTIONSPART 31 OF 40
110+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
110+50
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
111+00
20
24
28
32
36
20
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
30.2
31.6
129
.331
.03
29.8
30.9
9
CUT=4.44 SF
FILL=36.14 SF
CUT=1.51 SF
FILL=47.88 SF
CUT=2.04 SF
FILL=38.95 SF
30.2
29.3
29.8
12.0:112.0:11.5%12.0:1
2.0:1
12.0:1 1.5% 12.0:1 4.0:1
12.0:112.0:11.5%12.0:1
2.0:1
12.0:1 1.5% 12.0:1
2.0:1
12.0:112.0:11.5%12.0:1
2.0:112.0:1 1.5% 12.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
79
CROSS SECTIONSPART 32 OF 40
111+50
22
24
28
32
36
40
22
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
112+00
20
24
28
32
36
40
44
20
24
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
28.5
31.2
427
.831
.49
CUT=25.60 SF
FILL=29.07 SF
CUT=11.88 SF
FILL=34.20 SF
28.5
27.8
12.0:112.0:11.5%12.0:1
2.0:1
12.0:1 1.5% 12.0:12.0:1
12.0:112.0:11.5%12.0:1
2.0:112.0:1 1.5% 12.0:1 4.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
80
CROSS SECTIONSPART 33 OF 40
112+50
20
24
28
32
36
40
44
20
24
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
113+00
20
24
28
32
36
40
44
20
24
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
27.5
31.7
428
.131
.99
CUT=0.66 SF
FILL=61.72 SF
CUT=0.27 SF
FILL=75.32 SF
27.5
28.1
12.0:112.0:11.5%12.0:16.0:1 12.0:1 1.5% 12.0:12.0:1
12.0:112.0:11.5%12.0:12.0:1
12.0:1 1.5% 12.0:1 4.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
81
CROSS SECTIONSPART 34 OF 40
113+50
20
24
28
32
36
40
20
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
114+00
20
24
28
32
36
40
20
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
114+50
20
24
28
32
36
40
20
24
28
32
36
40
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
27.4
32.1
327
.331
.33
27.2
30.3
3
CUT=0.42 SF
FILL=103.96 SF
CUT=2.40 SF
FILL=97.85 SF
CUT=21.78 SF
FILL=61.75 SF
27.4
27.3
27.2
12.0:112.0:11.5%12.0:1Horizontal6.0:1 12.0:1 1.5% 12.0:1 6.0:1
12.0:112.0:11.5%12.0:1Horizontal2.0:1 12.0:1 1.5% 12.0:1
2.0:1
12.0:112.0:11.5%12.0:1Horizontal
2.0:1
12.0:1 1.5% 12.0:12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
82
CROSS SECTIONSPART 35 OF 40
115+00
20
24
28
32
36
40
44
20
24
28
32
36
40
44
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44-48
115+50
24
28
32
36
24
28
32
36
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36
116+00
18
20
24
28
32
18
20
24
28
32
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
27.4
29.3
328
.526
.7
CUT=29.26 SF
FILL=29.19 SF
CUT=21.44 SF
FILL=0.00 SF
CUT=19.18 SF
FILL=35.78 SF
27.4
28.5
26.7
27.1
728
.54
2.5%12.0:1 11.4:1
6.0:12.0:1 1.5% 1.5%12.0:1
2.0:1
6.3:1
12.0:112.0:11.5%12.0:1 12.0:1 1.5% 12.0:14.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
83
CROSS SECTIONSPART 36 OF 40
116+50
12
16
20
24
28
12
16
20
24
28
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
117+00
6
8
12
16
20
24
28
6
8
12
16
20
24
28
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
23.8
CUT=2.10 SF
FILL=46.48 SF
CUT=13.82 SF
FILL=73.05 SF
23.8
24.6
821
.021
.022
.18
6.0:15.9:1 1.5% 1.5%12.0:1
2.0:1
6.0:1
6.7:1
1.5%1.5%6.0:1
12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
84
CROSS SECTIONSPART 37 OF 40
118+00
4
8
12
16
20
24
4
8
12
16
20
24
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
117+50
4
8
12
16
20
24
28
4
8
12
16
20
24
28
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
19.0
17.0
CUT=25.08 SF
FILL=50.15 SF
CUT=47.47 SF
FILL=27.67 SF
19.0
19.6
817
.017
.19
6.0:1
15.3:1
1.5%1.5%
2.0:1
12.0:1
1.5:1
6.0:1
14.7:1
1.5%1.5%3.9:1
12.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
85
CROSS SECTIONSPART 38 OF 40
118+50
0
4
8
12
16
20
0
4
8
12
16
20
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
119+00
0
4
8
12
16
20
0
4
8
12
16
20
0 4 8 12 16 20 24 28 32 36 40 44 480-4-8-12-16-20-24-28-32-36-40-44-48
15.0
14.4
CUT=61.71 SF
FILL=9.80 SF
CUT=67.24 SF
FILL=0.46 SF
15.0
14.7
814
.414
.19
6.0:12.0:1 1.5% 1.5%
12.0:1
2.0:1
6.0:12.0:1 1.5% 1.5%12.0:1 6.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
86
CROSS SECTIONSPART 39 OF 40
119+50
8
12
16
20
24
8
12
16
20
24
0 4 8 12 16 20 24 28 32 36 40 44 48 52 560-4-8-12-16-20-24-28-32-36-40-44-48-52-56
120+00
12
16
20
24
12
16
20
24
0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40-44-48
15.6
17.7
CUT=31.51 SF
FILL=6.28 SF
CUT=29.05 SF
FILL=0.00 SF
15.6
16.0
117
.717
.78
25.4:11.5% 1.5% 12.0:16.0:1 12.0:1
6.0:14.0:1 1.5% 1.5%12.0:1
2.0:1
0HOR. SCALE IN FEET
VER. SCALE IN FEET
00
0
4 4 8
4 4 8
STANTEC PROJ. NO. SHEETNO.
TOTALSHEETS
CAPE COD RAIL TRAILLECOUNT HOLLOW RD TO ROUTE 6
87
STATE
MA 179410685
WEL
LFLE
ET_C
RO
SS_S
ECTI
ON
S.D
WG
23 J
une
2020
Plot
ted
on
FINAL SUBMISSION
87
CROSS SECTIONSPART 40 OF 40